Structural Performance of Straw Block Assemblies under Compression Load

1. INTRODUCTION

Masonry is a well-proven building material possessing excellent properties in terms of appearance and durability [1]. Masonry was exploited to construct the most significant, magnificent, and long-lasting structures on Earth [2]. Constituent elements of masonry have progressed through several stages of development, depending on the evolution of technology and the needs of the population. The earliest forms of masonry were mud and straw hand-moulded bricks [3]. Fired clay brick became the principal building material in the United States during the middle 1800s, while concrete masonry was introduced to construction during the early 1900s and, along with clay masonry, are used for all types of structures to date [4]. Straw bale masonry was introduced in Nebraska, North America, in the 19^th century [5-7]. Since then, there have been an increasing number of projects using straw bale around the world, such that in September 2017, the number of registered straw bale houses was 1672 [8]. Straw bale construction has now become more recognized globally and has developed into a contemporary building typology [7].

The first masonry structures were unreinforced and were intended to support mainly gravity loads. In the last 45 years, the introduction of engineered reinforced masonry has resulted in structures that are stronger and more stable to support lateral loads, such as wind and seismic [4]. With the recent climate change, energy, and high temperatures, the interest in using straw bale as a construction material has increased worldwide. This result from the need for developing building envelopes that are climate responsive and can significantly reduce building’s energy consumption. The enduring interest and continued development of straw bale construction are based on its beneficial properties: Straw is a renewable, inexpensive, and readily available resource for sustainable construction [9]. Straw bale provides a significant benefit in terms of cost and human health [10]. Moreover, the thermal property of straw bale is around 0.06W/mK, which offers excellent thermal insulation [11]. For 450 to 500 mm thick walls, the thermal transmittance (U-values) is about 0.13 to 0.19 W/m2 K, depending on bale density and thermal conductivity [9]. According to Bartels [12], straw bale construction is aligned with the energy goals because of its low operating (good thermal performance) and low embodied energy (minimally processed, locally or regionally and widely available). Straw bale construction techniques will assist society in coping with extreme weather while in low-income households, less disposable income would be expended on power bills [13]. Nails [14] mentioned that other than straw bales’ sustainability benefit, around 10 000 euros could be saved on the cost of construction of a normal three-bedroom house whereas, up to 75% on heating/ cooling cost would be saved if straw bale is used as a construction material. Straw bale is a low-cost material; the price of constructing a straw building is about 1200 €/m2 lesser than that of a standard building, which is about 1500 €/m2 in Northern Italy [15]. It is also a natural, non-toxic, and biodegradable material, and therefore, is regarded as sustainable green material [16, 17].

Depending on the type of constituent’s elements, masonry strength varies from one type of structure to another. The mechanical properties of concrete block or brick masonry differ from that of straw bale masonry. However, all types of masonry should support at least the expected loads for its intended life. In load-bearing masonry, resistance to compressive stress is the predominant factor in design [1]. Hence an accurate determination of compressive strength is extremely important [18].

Although straw bale has a low compressive strength, around 0.017N/mm² [19, 20], load-bearing plastered straw bale forms a composite structure that works like a sandwich panel. Straw bales and plaster work together to create a composite structural system similar in concept and performance to a structural insulated panel [21]. The relationship between plaster and straw bale is the same as in the web to flange in a steel I-beam [22]. Plastered straw bale assemblies gain their strength and stiffness from the render coats [23, 24]. Historically, the oldest building made of the straw bale is over 100 years old [14,25]. Structures in Nebraska and Alabama have demonstrated their durability in a climate with variable moisture and temperature [26]. Up till now, straw bale construction consists of stacking straw bale in a running bond and use of different techniques to push down straw bale wall before plastering them. It is not mentioned in previous works, whether this method of straw bale construction is structurally beneficial than that proposed herein. This study consists of using stabilized straw blocks instead of straw bale in masonry. As presented in Fig. (1), straw bale is made of straw stems tied down with two or three strings while straw block (Fig. 2) is made of chopped straw stems mixed with natural binder (gum arabic) to form a solid material. The length of chopped Straw stems was in the range of 1 to 8 cm. Njike et al. [20] provided a clear description of straw blocks manufacturing processes. The average density (522Kg/m³) of the manufactured straw blocks is four times greater than the minimum density of straw bale (120Kg/m³) required as per the Appendix S of International Residential Code [27]. This appendix regulates load bearing straw bale structure. The aim of this study is to show that straw block assemblies perform better in load bearing masonry than straw bale assemblies.

2. MATERIALS AND METHODS

The quality of masonry depends on its constituent elements. These elements are soil block, concrete, stone, or straw bale and mortar. In this study, wheat straw block and mortar were used to construct load-bearing masonry. Straw blocks were made of a mixture of chopped straw, gum Arabic, and water. Gum Arabic is a natural gum from the hardened sap of acacia trees. Gum Arabic was crushed and passed through a sieve size of 1.2mm. A chemical test was conducted on gum Arabic using BRUKER S1TITAN 600 and the result shows that Gum arabic contains 43% of CaO, 2% of Al2O3, 27% of MgO, and 26% of K2O. Straw blocks have the same dimension as the normal stabilized soil block used in Kenya. As mentioned previously, Njike et al. [20] provided a clear description of straw block manufacturing processes. The characteristics of the wheat straw block are shown in Table 1. Cement-gum Arabic based mortar was used. Gum Arabic was added to the mortar to provide good bonding between blocks and mortar. In fact, the type of mortar used in construction depends on the characteristic of the blocks. River sand from a local supplier in Kenya was used and the particle size distribution is presented in Fig. (2). Nguvu cement of resistance 32.5 MPa was used in this study. Nguvu cement is a locally manufactured pozzolanic cement with a wide range of applications in construction. Three types of mortar were used: Cement-sand mortar of proportion 1:4, partial replacement of cement with 50% of gum Arabic, and 25% gum Arabic. The compressive strength of mortar cubes of 100 mm was cast and tested on a UTM machine at 28 days while the strength of the block was determined using AMSLER’S compression testing apparatus. The characteristics of straw block and plaster are presented in Table 2 and Table 1, respectively.

Manufactured straw bocks and mortar were used to construct plastered and un-plastered wall panels. The plastering was done after 3 days for plastered panels and the panels were cured and tested at 28 days. For each type of mortar, two wall panels were constructed and tested under uniformly distributed compressive load. The dimension of panels were 920 mm (length) x 635 mm (height) x 140 mm (thickness) mm for un-plastered panels and 920 mm (length) x 635 mm (height) x 150 mm (thickness) for plastered panels. The external applied concentrated load was uniformly distributed to the wall panel through the still beam placed at the top of the wall. The load setup was as shown in Fig. (3). Applied load was measured by a load cell type CLP-50B (capacity 50tf and sensitivity 2mV/V). In addition, transducers were used to measure displacement in the panel. Depending on the availability of transducers, transducer type DT-100A (capacity 100mm and 1.5mV/V) was used for un-plastered panel while transducers of type DDP-30AS2, of capacity 30mm, were used on plastered panel. For plastered wall panels, strain gauges type PL60-11-3L of sensitivity 2.08 were used to measure strain at different points on the wall (Fig. 3-b). The load was manually applied by incremental loading with a hydraulic loading jack of capacity 14.5kg. Applied load was printed out every 5 seconds on the data logger and the compressive strength of the wall panel was calculated as the ratio of applied load to the surface.

3. RESULTS AND DISCUSSIONS

The average value of compressive strength, load carrying capacity, and displacement in the different types of wall panels are presented in Table 3. Fig. (4) shows the load displacement curves, while the behavior of the wall panels is shown in Fig. (5).

3.2. Failure Pattern

The failure patterns of the plastered and un-plastered straw block assemblies are respectively shown in Figs. (6) and (7). It was observed that cracks appeared along the mortar bed joint (lines of weakness) of the un-plastered panel in which cement mortar was used; these cracks show the separation of a straw block from mortar joint (Fig. 6-a). The peeling off of plaster was also observed on the cement plastered straw block panels (Fig. 7-a). Furthermore, no cracks appeared on an un-plastered panel made with mortar types 2 and 3. It is observed in Fig. (6-b) that the panels appeared normal at maximum load. Mortar that included gum arabic bonded well on the straw block compared to cement mortar. Therefore, partial replacement of cement by 25% and 25% of gum arabic have greatly influenced the bonding strength of straw block assemblies. However, Table 2 shows that the strength of the mortar cube that included gum arabic was smaller compared to that of cement mortar. The behavior of straw block assemblies is dictated by the interface between mortar and straw block. According to Mosalam et al. [2], the interface is the weak link in masonry and it dominates the behavior of masonry assemblage while bonding strength increases the structural integrity of masonry [4]. Whence it follows that a good bond between block and mortar is preferable to high strength mortar [32]. The incorporation of gum Arabic in the mortar has reduced the compressive strength of mortar but has increased the bonding strength between the straw block and mortar. This shows that the strength of masonry to withstand compression load depends on the type of mortar and the bonding strength between the block and mortar joint.

CONCLUSION

The results obtained show that plastered straw block assemblies can support at least 286 KN/m², which is higher than the minimum slab load 18.25KN/m², including imposed load for a residential house. In addition, the strength of plastered straw block assemblies (0.3N/mm²) plastered with cement-gum mortar is greater than the strength of a single storey building (0.19N/mm²). Therefore, Straw block can be used for the construction of a single storey building. Furthermore, results obtained show that un-plastered and plastered straw block assemblies perform better than un-plastered and plastered straw bale assemblies. Plastered straw block assemblies support up to 52KN while plastered straw bale assemblies support only 41.1KN. From a durability point of view, in the construction of any type, engineers or practitioners should follow the established good practice guideline for masonry. Straw bale is a natural material and its durability will be influenced by the presence of water. Therefore, good practices (roof overhangs, increasing the height of slab beam from the floor, using moisture barrier at the bottom course straw bale) will help in minimizing problems such as moisture in straw block masonry.

REFERENCES