Results 71 to 80 of about 273 (162)
The structural failure of unsaturated loess under hydraulic action significantly contributes to its collapsible behavior. However, prior research rarely utilized computed tomography (CT) scanning to explore the spatiotemporal relationships between water ...
ZHANG Jichao 1, YAO Zhihua 1, WEI Yazhi 2, CHONG Xiaolei 1, FANG Xiangwei 3, CHEN Zhenghan 4, LIU Zhenghong 5
doaj +1 more source
Elastic-Plastic Behavior of Compacted Loess under Direct and Cyclic Tension
Tensile strain is one of the main variables that affect fracturing in soil. This paper focuses on an experimental investigation of the deformation characteristics of remolded loess in direct and cyclic tension tests.
Shixin He, Haibo Bai
doaj +1 more source
Characteristics of structural loess strength and preliminary framework for joint strength formula
The strength of structural loess consists of the shear strength and tensile strength. In this study, the stress path, the failure envelope of principal stress (Kf line), and the strength failure envelope of structurally intact loess and remolded loess ...
Rong-jian Li +4 more
doaj +1 more source
Experimental study on dynamic shear modulus and damping ratio of remolded loess
Abstract Dynamic shear modulus and damping ratio are two important parameters to characterize the dynamic characteristics of soils. In this paper, the influence of dry density and consolidation pressure on dynamic shear modulus and damping ratio of remolded Guyuan loess is studied by resonant column tester.
Liang An, null JinDeng
openaire +1 more source
In the loess region, the hydraulic properties of the loess, used as either surrounding rock, backfilling or geoplomer material, are significant for engineering construction and agriculture development projects.
Peng Li +6 more
doaj +1 more source
Mechanical characteristics of plane strain unloading conditions with different initial states
For the plane strain unloading issues in loess engineering, the lateral unloading plain strain tests on the loess with various initial states (intact, remolded and saturated) under different confining pressures and water contents are carried out by using
ZHANG Yu 1, 2, ZHAO Yang 1, LIU Keji 1, YE Sheng 1, LIU Jin 1, 2, DING Xiao 1, ZHANG Meng 1, QU Yonglong 1
doaj +1 more source
Freeze-thaw (F-T) cycle tests and triaxial shear tests are conducted under varying freezing ambient temperatures and different F-T cycles for remolded loess.
Fang Zheng +4 more
doaj +1 more source
Based on the theory of infinitesimalization of plastic elements and infinite series, the visco-elastoplastic constitutive model for remolded loess is established through the triaxial creep tests under loading and unloading conditions and verified by the ...
LUO Yasheng , ZHAO Chengbin , SUN Zhe , FAN Quan , NIU Yuxin , LI Bin
doaj +1 more source
In order to scientifically predict the strength and deformation characteristics of large-area fill foundations, a comprehensive and systematic study is conducted on mechanical properties of transversely isotropic unsaturated remolded loess through ...
GUO Nan1 , YANG Xiaohui1, JIA Shining1, CHEN Zhenghan1, 2
doaj +1 more source
Experimental Study on Horizontal Uniaxial Tensile Strengths of Remoulded Loess
Loess can be seen globally. Understanding the tensile strength of loess is crucial for addressing geological and engineering challenges in regions like the Loess Plateau in China.
Tong Liu +3 more
doaj +1 more source

