Results 251 to 260 of about 9,029 (309)
Non-Cement-Based Soil Stabilization Material: A Review of Biochar, Nanocellulose, and Recycled Polyethylene Terephthalate (PET) Powder Composite for Sustainable Geotechnics. [PDF]
Materials (Basel)Nwaiwu DH, Lin D, Wei X, Liu F.
europepmc +1 more source
A Review of Modelling Test Study on the Effect of Single-Line Tunnelling on Adjacent Piles: Test Materials, Methodologies and Results. [PDF]
Materials (Basel)Diao H, Lu Y, Hu H, Wei G, Li Q, Zhou X.
europepmc +1 more source
Some of the next articles are maybe not open access.
Related searches:
Related searches:
Study of Expansive Soils and Residential Foundations on Expansive Soils in Arizona
Journal of Performance of Constructed Facilities, 2011Construction on expansive soils is challenging and thus prone to some problems and litigation. The engineering community makes extensive use of local experience and empirical procedures to address these problems. Although there has been extensive study of expansive soils and foundations on expansive soils, data related to performance of residential ...
Sandra L. Houston +4 more
openaire +1 more source
Journal of the Geotechnical Engineering Division, 1974
Numerous man-made structures around the world have been subjected to considerable damage due to differential heave from moisture absorbed by expansive clay foundation soils. It has been estimated that the annual cost of damage from expansive soils in the United States alone is $2.3 billion. The actual heave is a function of many factors, e.g., climatic
openaire +1 more source
Numerous man-made structures around the world have been subjected to considerable damage due to differential heave from moisture absorbed by expansive clay foundation soils. It has been estimated that the annual cost of damage from expansive soils in the United States alone is $2.3 billion. The actual heave is a function of many factors, e.g., climatic
openaire +1 more source
2018
In this chapter, the elastoplastic framework for the volumetric behavior of soils developed in Chapters 8 and 9 is extended to account for the case of expansive soils. The hydraulic behavior of the soil is simulated using the porous-solid model developed in Chapter 4.
openaire +2 more sources
In this chapter, the elastoplastic framework for the volumetric behavior of soils developed in Chapters 8 and 9 is extended to account for the case of expansive soils. The hydraulic behavior of the soil is simulated using the porous-solid model developed in Chapter 4.
openaire +2 more sources
Civil Engineering Magazine, 2007
Research conducted as part of the construction of a highway in the Chinese autonomous region of Guangxi Zhuangzu led to the development of several techniques for stabilizing embankments and cut slopes containing subgrade that primarily consists of expansive soil.
He-Ping Yang, Jian-Long Zheng, Rui Zhang
openaire +1 more source
Research conducted as part of the construction of a highway in the Chinese autonomous region of Guangxi Zhuangzu led to the development of several techniques for stabilizing embankments and cut slopes containing subgrade that primarily consists of expansive soil.
He-Ping Yang, Jian-Long Zheng, Rui Zhang
openaire +1 more source
Applied Mechanics and Materials, 2011
Risk analysis of shrinking and swelling of expansive soils and improved expansive soils with lime (IESL) for airport runway projection is a complex uncertainty problem. To select the rational foundation treatment plan and ensure the safe operation of runway, herein combined with the features of expansive soils in the runway area of Xinqiao ...
Ming Wu Wang, Shuai Qin, Peng Hua
openaire +1 more source
Risk analysis of shrinking and swelling of expansive soils and improved expansive soils with lime (IESL) for airport runway projection is a complex uncertainty problem. To select the rational foundation treatment plan and ensure the safe operation of runway, herein combined with the features of expansive soils in the runway area of Xinqiao ...
Ming Wu Wang, Shuai Qin, Peng Hua
openaire +1 more source
Soil–environment interactions modelling for expansive soils
Environmental Geotechnics, 2016Water content and matric suction changes in unsaturated expansive soils due to environmental variations contribute to the overall volume changes (shrinkage or swelling). The soil movements cause tilt in trees, highway surfaces, building foundations and pipelines and pose problems to the functionality of the infrastructure.
Hana Adem, Sai Vanapalli
openaire +1 more source
Construction on Expansive Soils in Sudan
Journal of Construction Engineering and Management, 1984Expansive soils prevail over a large area of Sudan and have caused significant damages to irrigation systems, water lines, sewer lines, buildings, roads and other structures located on these soils. Damage caused by expansive soils is estimated by the writers to exceed $6,000,000 (8,000,000 Sudanese pounds) annually. The paper summarizes typical damages
Wayne A. Charlie +2 more
openaire +1 more source