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Experimental study on the interface characteristics of geogrid-reinforced gravelly soil based on pull-out tests [PDF]
The factors influencing geogrid–soil interface characteristics are critical design parameters in some geotechnical designs. This study describes pull-out tests performed on gravelly soils commonly encountered in the Xinjiang region and reinforced with ...
Jie Liu, Jiadong Pan, Qi Liu, Yan Xu
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Field study on vibration characteristics of geocell-reinforced aeolian sand subgrades [PDF]
Constructing highways in deserts is expensive due to the difficulty of acquiring materials; utilizing aeolian sand effectively has become a problem, especially in the Xinjiang region, where the desert widely occurs.
Jie Liu +5 more
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Gravelly soils are widely adopted as civil construction materials in engineering practice. Although the influence mechanism of fine contents (FCs) on the mechanical behavior of gravelly soils has been emphasized in the previous studies, few discuss the ...
Mingzhi Zhao +3 more
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Gravelly soils exhibit complicated mechanical behaviours closely related to particle breakage and relative density state. To better capture the mechanical responses of gravelly soils, a generalised plastic model considering evolution of void ratio and ...
Jiuchang Zhang +3 more
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Measuring mechanical impedance in clayey gravelly soils [PDF]
Mechanical impedance of clayey and gravelly soils is often needed to interpret experimental results from tillage and other field experiments. Its measurement is difficult with manual and hydraulic penetrometers, which often bend or break in such soils.
Stolf, R. +3 more
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In desert regions, aeolian sand is abundant, but it is not suitable to be used directly as the upper roadbed filler for highways. Generally, gravelly soil is mined around the desert as upper roadbed fill, resulting in high engineering expenses for road ...
Bin Gao +5 more
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On influencing factors of quick consolidated-drained triaxial tests of widely-graded gravelly soils
Widely-graded gravelly soil is composed of gravelly and clayey material in a certain proportion. It has the characteristics of low compressibility and high shear strength.
CHEN Zhi-bo +3 more
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Estimating K0-Value of In-Situ Gravelly Soils
ABSTRACT Hatanaka and Uchida (1996) developed a simple method (named G0-equal method) for estimating K0-value of cohesionless soils by equalizing the initial shear modulus calculated from the shear wave velocity measured in the field (GOF) and that measured in laboratory (GO l ) for high-quality undisturbed samples.
HATANAKA, MUNENORI +2 more
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Gravelly soil is widely used in many engineering construction projects, partly due to its extensive distribution and rich reserves in nature. Using special purpose loading equipment, the computerized tomography (CT) real-time tests were conducted to ...
Yanli Wang +3 more
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Study of Gravelly Soil Core Material Using a Large-Scale Triaxial Wetting Test
Wetting deformation has a significant impact on dam safety, and is one of the leading causes of the long-term deformation of dams. For dams to operate safely, it is crucial to precisely estimate the extent of wetting deformation using a reasonable ...
Yuyang Qin +3 more
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