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Role of unsaturated soil mechanics in geotechnical engineering
The understanding of unsaturated soil mechanics principles is of interest to a wide spectrum of geotechnical problems associated with soils above water table and compacted soils.
Harianto Rahardjo +2 more
doaj +3 more sources
Estimation of the shear modulus of unsaturated soils using the capillary model [PDF]
The shear modulus is a fundamental parameter for evaluating soil deformation and stiffness. It is influenced by various factors, including void ratio, confining pressure, soil type, and soil suction (or degree of saturation).
Zhiming Wang +8 more
doaj +2 more sources
Yielding of unsaturated soil. [PDF]
Considerable efforts have been made in recent years to develop a better understanding of the mechanical behaviour of unsaturated soils in terms of elastoplastic critical state constitutive models.
Zakaria, Ideris
core +6 more sources
Impact of Suction on the Near Surface Lateral Soil Response using Centrifuge Modeling [PDF]
Recent studies have shown that unsaturated soils lead to greater lateral pile capacity. This study aims to experimentally assess how suction stress affects the lateral response of piles in unsaturated cohesionless soil.
Komolafe Oladayo, Ghayoomi Majid
doaj +1 more source
A Unified Two Independent Stress Variable Approach to Moisture-Change-Induced Unsaturated Soil Volume Change [PDF]
In 1968, Matyas and Radhakrishna introduced the concept of the state surface, demonstrating that unsaturated soil volume change is dependent on two independent stress state variables, net total stress and suction.
Houston Sandra, Zhang Xiong
doaj +1 more source
Design of an automated tension infiltrometer for unsaturated hydraulic conductivity measurement [PDF]
A tension infiltrometer for field use, where both water level changes measurement and tension settings could be automated, was built in-house. Differential pressure transducers were used to automate the water level measurement in the reservoir.
Špongrová, Kamila
core +7 more sources
Identifying true shrinkage limit of clay by updating experiments in Chinese standard GB/T 50123—2019
The methods to determine the true shrinkage limit of clay are proposed by updating both the testing procedure and the data processing of the shrinkage limit and shrinkage test methods in the Chinese standard for geotechnical testing method (GB/T 50123 ...
ZHOU Bao-chun , SHAN Li-xia , LANG Meng-ting , LI Ying
doaj +1 more source
In this paper proposes a sensitivity analysis method based on a Polynomial Chaos Expansion (PCE) surrogate model for flexoelectric materials. The non-uniform rational B-splines (NURBS) basis functions to discretize the fourth-order partial differential ...
Haozhi Li +16 more
doaj +1 more source
The compacted bentonite is widely used as the sealing barrier material, and its swelling pressure is regarded as an important design index. A device based on vapor equilibrium technique is designed for measuring the swelling pressure of expansive soils ...
LIANG Weiyun 1, 2, WEI Changfu 2, ZHANG Qin 2, QIN Liuyang 2, WEN Songsong 2, YAN Rongtao 2
doaj +1 more source
Transient unsaturated shaft resistance of a single pile during water flow [PDF]
The pile foundations’ design is commonly based on the soil’s initial in situ condition during field investigations or the assumption of its saturated condition.
Santos Daniel Batista +2 more
doaj +1 more source

