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Muawia Dafalla and Ahmed M. Al-Mahbashi
The major problematic soils in semi-arid regions include expansive soils and collapsible soils. These two types of soils cause problems and are hazardous for buildings when moisture is introduced following a dry or semi-dry season. In order to assess the...
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Jacques Carvalho Ribeiro Filho, Eunice Maia de Andrade, Maria Simas Guerreiro, Helba Araújo de Queiroz Palácio and José Bandeira Brasil
Soil?s physical and hydrological properties influence the proper modeling, planning, and management of water resources and soil conservation. In areas of vertic soils subjected to wetting and drying cycles, the soil?water?atmosphere interaction is comple...
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Zhuliang Zhu, Bin Lin and Shiwei Chen
This study is primarily intended to present a damage constitutive equation under the combined action of confining pressures and freeze?thaw cycles by subjecting deep expansive clay to the consolidated undrained triaxial tests. We study the influence of t...
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Mengwei Xuan, Jack Montgomery and J. Brian Anderson
Slope failures in high plasticity clay deposits are common occurrences in many parts of the world. In western and central Alabama, expansive Prairie clays are commonly found, and shallow slope failures have occurred in both fill and cut slopes containing...
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Zhangjun Dai, Jianhua Guo, Hongming Luo, Jian Li and Shanxiong Chen
Fissured expansive soils were widely distributed in the South-to-North Water Transfer Project. Most of the fissures were filled with clay, which controlled the stability of the slope. With the method of layered filling?bevel cutting?refilling and a modul...
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Annafi Qaudri Babatunde, Eberemu Adrian Oshioname, Yohanna Paul and Osinubi Kolawole Junwolo
The study evaluated the effect of elapsed time after mixing on the strength properties of lime and iron ore tailings (IOT) treated black cotton soil (BCS) (an expansive tropical black clay) as road construction material. BCS was treated with 0, 2, 4, 6, ...
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Sadik Khan, John Ivoke and Masoud Nobahar
Expansive Yazoo clay soil is susceptible to volumetric deformation and is dominant in central Mississippi and other neighboring southern states of the United States. Recurring shrink-swell behavior causes a significant problem to infrastructures in the a...
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Gogot Setyo Budi,Alvin Gilbert Tandiputra,Haven Kusuma Markho
Pág. 13 - 18
One of the common methods used to install pile foundation is hydraulic jacked-in machine. In this method, a pile is pushed down into the ground up to the predetermined depth. The method has similar principle to that of Cone Penetration Test (CPT). This p...
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Jianbo She, Zheng Lu, Hailin Yao, Ran Fang and Shaohua Xian
The swelling properties of expansive soil at different depths were investigated by the laboratory model test. It was experimentally found that the swelling deformation of different expansive soil layers was obviously different under unidirectional seepag...
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Muntohar A.S.
Pág. 63 - 64
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