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Revista ingeniería de construcción

On-line version ISSN 0718-5073

Rev. ing. constr. vol.28 no.1 Santiago  2013

http://dx.doi.org/10.4067/S0718-50732013000100004 

Revista Ingeniería de Construcción Vol. 28 No1, Abril de 2013 www.ricuc.cl PAG 63 - 80

Determination of stabilized soil mixtures based on local biomass resources used to improve the quality of housing built by the population in the territory of Uige, Angola

 

Jorge Rufino1*, Iván Machado**, Yosvany Dias**

* Universidad Agostino Neto. ANGOLA

** Universidad Central Marta Abreu de las Villas. CUBA

Dirección de Correspondencia


ABSTRACT

The present investigation work, based on the socio-cultural, economic and climatic-environmental conditions of Uige Province, covers the available material, technique and human resources, as well constructive practices of traditional typologies of that region, in order to propose solutions for the great housing requirements in that territory. Due to diverse factors related to the characterization of this studied area, the housing stock built from earth or soil mixtures has a poor durability, thus increasing costs due to facilities' deterioration and failures. Therefore, the present research proposes a way to increase soil stabilization, so as to improve the construction material characteristics. In that sense, this research work was focused in two aspects. On one hand, it was focused on the characterization of the studied area and the identification of problems, which impact the quality and durability of the already built housing stock. On the other hand, it was focused on the determination of the adapted stabilized-soil mixture made by means of recycled materials and the pozzolanic transformation of local agricultural residues.

Keywords: Soil stabilization, pozzolanic transformation


1. Introduction

Several international research centers and organizations are presently dealing with the search of solutions to the overwhelming problems existing in the popular housing field, as well as the adequate production of construction material. The use of local material sources, including recycling practices as a way to prolong the life cycle including technological improvements on production processes, are some of the most significant measures that several national and international institutions are enhancing in this sense.

In this field, the fundamental role played by the Angola Estate consists of ensuring housing access to the most vulnerable families, by means of developers' diversification. Hence, institutions, laws, and financing supports have been created, which validate the importance of the use of appropriate and sustainable technologies within the framework of the prevailing situation in Angola's northern region.

Presently, most of the population in Angola is extensively using soil mixtures for housing construction purposes. However, in spite of the historical ties to this housing technology, there is a total lack of knowledge on the appropriate construction methods (Redinha 1964; Universidade Católica 2011), which lead to the non-correct use of the natural resources existing in the territory, as well as to material waste and durability affectation. This is the reason why it is so convenient to study procedures and materials that may improve the housing construction process, in order to diminish the existing housing deficit in the country and in the region.

Consequently, the stabilized soil mixture becomes a material that may contribute to a better performance of the construction asset (De Sensi 2003). Anyway, the aspects related to material and housing costs must be taken into account (Viñuales 2007) (Saroza 2000). Therefore, the use of this local material is desired, being the biomass transformation a potential source of stabilizer element for soil construction.

According to Minke (Minke 2001), soil has been the predominant construction material in all kinds of hot, dry and temperate climates. Soil construction tracks date back to 9000 years ago. Presently, a third of world population lives on adobe housings and; in developing countries almost half of the inhabitants use the adobe for the construction of their housings (FAO 2010).

The proper soil mixture to be used as construction material, for a given specification, depends on its particular characteristics, especially on the type and content of clay, which acts as a binder to paste greater particles, in the same way cement acts in concrete (Minke 2001).

In some Central African countries such as Zambia, Congo, Zaire and South Africa, which have a similar cultural tradition on soil construction, technical normalization studies are being developed for the use of such material, in accordance with weather and geological characteristics existing in each one of them (ANGOLA 2008).

There are several techniques to work out an adobe mixture; most of them are ancestral ones, which have been kept with minor changes throughout time. Other techniques correspond to adaptations recently made, so as to improve the material properties. Frequently the structural failures on the constructed asset are strongly related to local traditions, the region climatology and the characteristics of the available soil (Pons 2001).

The soil has an important set of advantages as construction material, since it is a harmlessness material not containing toxic substances, it is recyclable, easy to obtain locally at low energetic expense (Viñuales 2007). In accordance with the reference bibliography, the author considers that soil qualities as construction material, can be improved by means of the addition of stabilizers coming from diverse sources. Besides the constructed structures deterioration and failures can be significantly reduced, if a set of technological recommendations are considered for this purpose.

Therefore, it is suggested to support a proposal leading to improve technologies and construction local materials in the Uige region, by taking into consideration its requirements, constructive traditions, economy, human resources and materials availability.

Nowadays a huge amount of substances are used for soil stabilization. However, the author believes there is not a universal stabilizer, which could be used for all cases. Stabilization depends on the characteristics of the stabilizer agent and also on the soil properties. On the other hand, it is necessary to count with a stabilizer agent at reasonable cost.

In that sense, the use of soil stabilizers is proposed for the studied area by means of incinerated materials and biomass waste materials obtained locally. Resulting mixtures need to be characterized, by means of the determination of consistent properties and the proper low cost construction material condition.

 

2. Development

2.1 Characterization of the studied area:

Uige province is located at the north of Democratic Republic of Angola (Redinha 1964; Ladeiro 1994), which eastern boundary is the Congo Democratic Republic, the southern boundary is the Zaire Province, as shown on Figure 1. Uige is one of the most organized and best structured areas in the country from economical, political, social and cultural points of view. Its historical evolution dates back to the settlement of the Congo Kingdom. Portuguese colonists strongly influenced the local traditions, as well as the Bantu ethnic group that prevailed in the territory, which traditions are also significant.

The province is essentially based on agriculture, where several products are obtained, such as coffee, corn, almond, coconut, rice, beans, banana, pineapple, sweet potato, mango, papaya, cacao, tobacco, vegetal oil (Ladeiro 1994; ANGOLA 2008)

Soil exploitation; alternative materials, methods, formworks and tools employed for housing construction in any Angola's region will depend on the initiative and knowledge acquired for each case. Therefore, there is no uniformity of housing constructive characteristics in the country.

The characterization of the Uige Province was made in several stages, which are the selection of a method to characterize the study subject; the study of the evolution of traditional housing in Angola as well as its constructive traditions; and the social-demographic, social-cultural, climatic-environmental, technological and economical characterization.

A sample was selected to conduct this study, and several surveys were applied thus obtaining characteristics on the housing ownership, educational level of inhabitants, population ages per groups, labor condition, social-economic situation, housing features, water availability, electricity availability, etc.

After analyzing the surveys conducted in the Uige Province, a group of descriptors and indicators was required to illustrate the area characterization and, also to support the rural housing construction project in this province.

Figure 1. Geographical Location of the region under study. Uige Province, Angola

 

Figure 2 presents a set of graphs showing the outcomes obtained for the most relevant descriptors and indicators under study. The graphs illustrates the characterization of the area under study, showing a relatively low level of rental housing (35%), which might evidence a high level of population ownership and responsibility in regards to housing.

On the other hand, there is a relevant percentage of educated population, which might facilitate the explanation and understanding of graphs presentations and other types of information related to housing problematic issues. The low percentage of water availability throughout aqueducts and the poor access to electricity may reflect the economical conditions of this region.

There are a great number of housings inhabited by large families, who have a lower relative amount of square meters per inhabitant. Additionally, the housings' poor constructive conditions turn them into non-adequate buildings according to this present analysis.

The construction of housing, their maintenance, durability and preservation in the Uige Province and, in Angola in general, become a very complex problem, which is within the framework of their inhabitants' social situation and deprivation conditions. Thus the solution depends on the development of a global community program, which today has serious shortages, such as the lack of projects involving nongovernmental organizations and government programs to fight the extreme poverty and unemployment (Redinha 1964; Carrera 1998; Lopes 2011).

There are insufficient networks of drinking water piping, drainage, sewage disposal conduits, poor commercial network infrastructure and non-effective government programs to enhance self-sustainable practices.

Similarly, the low educational level achieves a 16% of illiteracy rate, unemployment at a rate greater than 20%, poor agricultural products trade, lack of highways and access roads and; almost a 38.7% of homeless people, which is quite significant for the purposes of this research.

The above factors notably affect this region's housing situation and, they also influence the methods and ways houses are built in this area. Houses are built by low economical resources people, who generally become temporary inhabitants and they do not transfer the available ancestral techniques from one generation to the next one, thus they only build temporary houses. Therefore, the complex housing condition cannot achieve a long-lasting solution.

Bantú Bakongo is the predominant ethnic group in Uige Province, which becomes an important social-cultural aspect of their way of living. Dweller's houses are usually small, having one or two bedrooms, the kitchen is generally placed outdoors and, due to space and comfort restrictions, they frequently use the house just to sleep and to shelter themselves from inclement weather.

In the same way, so as to understand the housing situation of the population living in the Uige Province, it is necessary to determine the environment-weather conditions and their effect on the housing construction and its status. The province is located in a region known as "torrid zone", which climate is predominately hot, tropical and wet, it has two well-defined seasons. Rainy season begins in September/October until May, being November and April the rainiest months. Dry season goes from June until August (ANGOLA 2008; Universidade Católica 2011), thus this season becomes the most appropriate for soil construction.

Precipitation averages reach almost 1500 mm per year. Practically there is no rain during dry season; however, there are high values of relative humidity. On the other hand, winds on permanent basis achieve speeds of almost 5.3 km/h, which constant impact generates wearing out on the walls surfaces, either on adobe's bricks or on the external plaster, due to the low density of the mortar not resisting corrosion of its particles.

The main sources of housing wearing out correspond to rains and humidity, the lack of constructive reinforcements enduring natural phenomenon such as floods, landslides and ground caving due to geological instability, as well as man-induced factors (Redinha 1964; Higueras. 2003).

The construction sustainability status, under better conditions, will depend on the employment of minimum physical safety regulations, however, in Angola there are no soil construction regulations. In spite of that fact, in Angola the 63.5% of the population prefers to use this material for building their houses and they will continue to do so, mainly because of its low cost and its great availability for self-construction, because of thermal isolation properties and proper adaptation to the environment when the material is properly used.

Figure 2. some graphic illustrations of descriptors and their indicators

 

2.1.1 Techological and typelogical housing characterization in the studied region

The housing characterization, per architectonic type, is based on the consideration of the spatial system provided by the productive activity developed by the inhabitant families.

The following constructive characteristics categorize Uige's housings.

Walls: They are elaborated from adobe and rammed earth.

Roofs: Deck is constructed from gable roof corrugated zinc supported on the side walls also having roof eaves. They also have guano roofs embedded into the walls.

Floors: They are elaborated from a stone and cement mixture.

However, constructive methods are not always adequate and, therefore, housings have a poor constructive durability and quality (Redinha 1964; Viñuales 2007). It is proven that the major problems are given by the affectations produced by humidity and the lack of knowledge on the preventive measures that could be foreseen, such as material quality improvement (soil stabilization), adequate foundations and protection by means of the use of wide roof eaves and walls plasters.

The set of recommendations contributing to housing durability, which are materialized throughout the constructive popular culture, are not always taken into account. Besides, the following constructive characteristics are considered as typical in the region.

Front walls are lengthened and oriented in east-west direction. The warm and humid environment requires some shade to AVOID solar radiation on east-west walls (front walls) and, also to take advantage of any air movement (crossed natural ventilation).

Shade elements mainly employed correspond to vertical or horizontal venetian blinds, and others of similar type. Rolled up railings are also required by front walls and outdoor corridors. Such elements provide protective shade to the adjacent rooms. Houses are normally made from adobe bricks, mud and straw, blocks and bricks.

Each house room has approximately the following areas: living-room 17 m2, kitchen 4 m2, 2 or 3 bedrooms 17m2 each, rest room 3 m2, which is located outdoors.

Residential complexes are constantly expanding as the national birth rate is very high. Therefore, bedrooms are small and they do not provide the required comfort. The residential complex can be inhabited by 4 up to 8 persons. Several settlements are dispersed or concentrated in accordance with the family organization (Redinha 1964; Lamure 1980; Romero 1990; Sánchez 2007).

2.2 Materials and methods

• Study of soil

This research employs a portion of soil randomly selected from diverse locations close to the settlement, presently under construction, in the Angolan Uige Province. This soil portion is examined by means of a set of on-site feel-visual practices proposed by several authors (Morales 1993; Pons 2000; Minke 2001; Saroza 2006; Gomes 2009), showing properties which determine its suitability for housing construction from adobe bricks material.

Once this condition was fulfilled, a set of tests were developed in order to achieve its physical characteristics and its chemical composition. The soil was characterized finding that deposits have a plastic behavior, where light brown sandy clays are predominant, which have high carbonate percentages. Its main use is the local production of adobe bricks at small scale.

Figure 3. Soil exploitation quarry for housing Construction

 

The physical characteristics values of soil under study achieve the following average values: specific weight 2.69, liquid limit 44.04, plastic limit 22.52, plasticity index 21.52 and, clay content higher than 43.2%.

• Study of stabilizer agents. Sugarcane Bagasse Ashes (CBC) and African Palm Shells (CPA)

Several materials were found in Uige territory that could be used as soil stabilizer agents. (See Table 1). Among them, sugarcane bagasse is a local low cost source widely available, as well as the African Palm Shells. Both of them were preliminarily selected as potential soil stabilizer agents, since these agricultural residues are not used for other purposes at this moment.

Table 1. Agricultural residues available in the region

 

Sugarcane bagasse and African palm shell samples come from two huge plantations, from two small size sugar industries and several oil factories, which during 2011 produced 589 thousand tons of shells and, 936 thousand tons of sugarcane bagasse (Sosa 1994; Ferreira 2009; Alexander 2010).

Figure 4. African palm shell

 

Such agriculture residues were converted into ashes by means of combustion or incineration processes, at temperatures of 600, 700 and 800°C, during a period of 120 minutes. The temperature levels and time variables were provided in accordance with different authors (Sosa 1994; Ferreira 2009; Alexander 2010; Machado 2011).

Figure 5. a) African Palm Shell ashes, b) sugarcane bagasse ashes

 

All obtained ashes were grinded by a Cole Casper 8955010 grinder cylinder, at a speed varying from 188 to 208 rad/ minute (30 and 33 rpm); and a total number of 500 turns were set. Once turns were completed, material was released from the cylinder and the sample was sieved by employing a sieve Nr. 200 (see Table 2).

Table 2. Percentage distribution of grinded and sieved ash

 

Ashes characterization tests were carried out at the Eduardo Torroja's Institute, Spain; at Cimangola Laboratory (concrete company in Angola) and at the laboratories of the National Applied Research Company (ENIA, Cuba).

2.2.1 Ashes' chemical composition and pozzolanic reactivity

The following analyses were conducted: elemental analysis (percentages of carbon, hydrogen, nitrogen, sulfur and oxygen); immediate analysis (humidity as per ASTMD-3175-73, volatiles as per ASTMD-3175-77, ashes as per ASTM D-3174-73 and the content of carbon fixation). Additionally, calorific value was determined for a dynamic oxygen atmosphere (50ml/min) considering temperatures ranging from 25 to 1,000°C at IO0C/ min speed. The results of such analyses are shown on Table 3.

Table 3. Elemental and Immediate Analyses on agricultural residues coming from Uige

 

For the thermal characteristics analysis on the selected biomasses, a thermogravimetry (TG) analyzer was employed, so as to determine the evolution of weight losses during combustion process and the final percentage of available ashes.

TG curves analysis shows a gradual weight loss modifying the curve slope in relation to the temperature. The process taking place in different stages or phases can be described as follows. At temperatures close to 130°C - 140°C, the curve has a small slope thus reflecting a lower weight loss, which is associated to the elimination of humidity contained by the sample. In the temperature range from 100 to 210°C, humidity content and volatiles compounds are also removed, which are swept by the water vapor flow coming out from biomass during evaporation process.

Figure 6. CPA weight changes v/s temperature

 

Finally at temperatures higher than 210°C, the biomass slope thermal-gavimetrical record significantly changes, thus indicating the beginning of the carbonization process provoked by the volatile compounds release. At temperature interval ranging from 220 to 660°C, there is an increasing loss of biomass compounds, which are easily removed from the amorphous structure due to temperature effects. At temperatures higher than 600°C, the weight loss mass is minimal, provided that in this stage the final volatiles-free product is obtained, which is the solid residue known as ash.

The obtained ashes amount, after proving its pozzolanic properties, can be used as construction material with similar characteristics to the fly ashes or other artificial pozzolans, which could noticeably improve the soil properties.

The pozzolanic reactivity study is conducted by using the residues of controlled combustion raw materials initially collected in the Uige City surroundings, in an electric muffle type LH 30/14, at temperatures of 600, 700 and 800 0 C.

Raw materials are placed in the furnace during a two-hour period, and then they are removed and cooled at environment temperature, in order to preserve morphological changes and transformations they may have suffered due to the thermal treatment effect.

The chemical composition of ashes presented on Table 4 show a potential pozzolanic behavior, in accordance with the main oxide content. There are no significant differences regarding diverse temperature levels, showing a noticeably low carbon content, which demonstrates this is an adequate biomass incineration process.

Pozzolanic reactivity is determined in accordance to the amount of lime reacting to the ash. This procedure is described by the European regulation EN - 450. Figure 7 shows the corresponding results. There is an upward tendency of pozzolanic reactivity throughout time, taking into account that the pozzolanic reaction takes places in a slower way than in the case of CaO.

Such results are in the same line with the literature reporting adequate pozzolanic results for the sugarcane bagasse and straw incinerated at controlled temperatures in the range from 600 to 700 0 C (Day 2000; Martirena J. F 2006).

Table 4. Chemical composition. African palm shell (CPA). Sugarcane bagasse (BCA). (Incineration temperatures 600, 700, 800 0C)

 

 

The characterization results demonstrate that different obtained ash samples show significant differences, mainly in accordance with the incineration temperature. However, the CaO consumption analysis demonstrates that the samples reactivity is quite higher than the rate provided by the regulation (I50 g /g). The results shown on Figure 7.1 validate the use of African palm shells and sugarcane bagasse at the specified incineration temperatures. Similarly, the results of TG applied on palm shell ashes (3.68% of weigh loss per ignition) and sugarcane bagasse ashes (4.5% of weigh loss per ignition) indicate that material is properly incinerated.

The results of analisis developed on both ashes by means of X-ray diffraction (XRD) proved the presence of components such as feldspar and quartz. In accordance with the ASTMC 618-92a the ash employed is classified as a pozzolan type F (MASSAZZA 1998; Minke 2001), as it contains more than 70% of main oxides Si O2 + Fe2O3 + Al2 O3 and; a loss per ignition lower than 6%.

Figure 7. Determination of pozzolanic reactivity for CPA and BCA ashes, obtained from different incineration conditions

 

Figure 7.1. Conditions of higher consumption of CaO

 

2.2.2. Determination of the soil stabilizer mixture. Experimental Design:

Reviewed bibliography refers to the studies conducted on sugarcane bagasse and African palm shell, which have been employed in boilers as combustion materials, to take advantage of their heating capacity. Under specific conditions, the ashes of different biomass sources acquire pozzolanic properties. Rice husks have been mechanically tested worldwide showing optimal results regarding compression resistance, by adding up to 10% of ashes in relation to the soil weight (Alexander, 2010; Machado, 2011; Alexandria, 2008 # Bussoliti, 2009).

The factors considered for the determination of the soil stabilizer mixture, based on the soil characteristics of Uige region and on the proposed stabilizers, were delimited as follows. The ashes percentages of sugarcane bagasse and African palm shells were worked out at three levels: 2%, 3% and 5%. Additionally, a pattern study was elaborated including 0% addition. Table 5 presents the matrix derivative of the experimental design, including a total of 18 mixtures differently evaluated.

It is important to highlight that the ashes showing the best pozzolanic properties, according to the incineration process, are tested. In this case the African palm shell ashes incinerated at 800 0C (CPA-8) and sugarcane bagasse ashes incinerated at 700 0C (CBC - 7).

The evaluated response variables are: Compression Resistance and Density for the case of physical-mechanical properties. For durability study, capillary absorption tests were conducted.

As preliminary and essential action, it was necessary to elaborate different mixtures, in accordance with dosage purposes for each case. In order to achieve the raw material, water was poured into the soil and left standing still during 24 hours, so that the poured water was completely integrated to the clay component of the soil.

Table 5. Experimental design

 

Table 5.1. Matrix derivative of the experimental design.

 

 

This preliminary mass was left standing still during the above mentioned period in a "humid chamber", which had a high relative humidity (approximately 95%), so that the mass would not loose water during such period. Afterwards, this wet soil was amassed and the chosen stabilizer was added.

For the elaboration of specimens the following actions took place. Specimens were filled up layer per layer, downsizing the mixture until covering the whole specimen. Later the mixture was flashed and removed from the mould to proceed with specimens drying process, under shade during 21 days.

 

3. Analysis of results

Once each series was worked out, in accordance with tests previously mentioned, an average was calculated for each one of them. Standard variation and variance were also calculated, among other statistical results. Trend analysis was then performed (Trend Graphs) for each response variable (average values of each result) and its corresponding combinations. At last, hypothetical tests were applied in order to evaluate the results significance.

Compression resistance and Density

The results obtained from compression resistance tests, for the case of specimens elaborated from mixtures 1 to 15 showed unfavorable results. They did not fulfill the minimum requisite of 1.00 Mpa resistances, for adobe stabilized elements, as shown on Figure 8 (Saroza, 2005; Houben, 1994). Therefore, they were disregarded and the study only included mixtures showing a favorable behavior (Mixtures 0, 16, 17 and 18).

Figure 8. Results from compression test

 

From the Figure, please notice that the highest values were the ones obtained for compression resistance on the so-called mixture 17, thus proving that this trend is kept by the compression resistance values during the periods of 7, 21 and 28 days. Therefore, regarding such parameter, this mixture is to be considered so as to obtain the best practical application results. Then, it is proven that the mixture of 10% pozzolanic material (5 % CBC + 5% CPA) is the one providing best results.

Density determination results are presented by Figure 9, which are in line with the compression resistance test. The increase of density and compression resistance throughout time is explained by the function performed by the lime-pozzolan stabilizer binder, thus reinforcing the role played by clay agglutinating soil particles, which is precisely reflected by the density increase and the samples resistances.

Figure 9. Trend graph. Determination of the samples average density

 

Capillary absorption test

Specimens elaborated as control sample (Sample 0) were disintegrated at the end of the test, due to the samples softening, as observed on Figure 10. It is concluded that deterioration suffered by Uige's houses can be provoked due to the lack of effective measures against humidity affectations, considering there is no tradition related to the use of soil stabilization in that region.

Figure 10. (Right) Pattern sample without stabilizer addition, completely damaged. (Left) Capillary absorption results from stabilized soil samples, including proposed mixtures

 

The capillary absorption results are in accordance with literature reports (Saroza 2006, Minke 2000, Maldonado 2001) and with the results previously described by this study. Capillary absorption rate increases throughout time, showing maximum values between 21 and 28 days of exposure. Mixture 17 has a relative lower absorption value, which is related to its higher density contributing to avoid humidity penetration into the capillary pores or their interconnections.

 

4. Conclusions

• The characterization of the area under study, considering diverse descriptors, proves the generalized use of soil as construction material. However, the non-acceptable conditions of most housings stock, reflects there is a material problem and constructive procedures are not adequate, mainly because of the prevailing economical situation.

• The incineration of local biomass sources, such as sugarcane bagasse and specially the African palm shell, which in turn allows recycling industrial waste materials, provides pozzolanic reactive components. They act together with lime on cementing particles that made up the mixtures soil-lime-pozzolan, thus improving the properties of this material.

• In the case of the soil under study, the mixture provided by the combination of pozzolan up to 10% (5% CPA + 5% CBC) and lime (3%) is the one that shows the best values of resistance, density and capillary absorption.

 

5. Acknowlegements

Authors wish to thank the following institutions for their contribution to this research:

ISPJAE. José A. Echeverrfa's Higher Institute. La Habana, Cuba.

IET. Eduardo Torrojas's Institute. Madrid, Spain. ENIA. National Applied Research Company. La Habana, Cuba.

Ministry of Construction and Urban Planning. Luanda, Angola.

 

6. References

 

 

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Fecha de Recepción:13/03/2012 Fecha de Aceptación:27/07/2012

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