Results 21 to 30 of about 1,724 (260)

Necessary trigger conditions of liquefaction for gravelly soil layers

open access: yesYantu gongcheng xuebao, 2018
The liquefaction of the natural gravelly soils is a new problem beyond the existing awareness and codes, and the trigger conditions of liquefaction are critical.
YUAN Xiao-ming 1, QIN Zhi-guang 2, LIU Hui-da 1, CAO Zhen-zhong 3, XU Hong-xuan 1
doaj   +1 more source

Mesoscopic response mechanism of shear surface roughness and residual strength in gravelly sliding zone soils

open access: yesYantu gongcheng xuebao, 2021
The mechanical properties of the gravelly sliding zone soils are closely related to the meso-structure of the shear surface. The quantitative characterization of shear surface roughness is of great significance to revealing the meso-mechanism of change ...
REN San-shao 1, 2, 3, ZHANG Yong-shuang 1, 3, XU Neng-xiong 2, WU Rui-an 4
doaj   +1 more source

Study on the correlation between mountain hazards and soil genesis category in Zhejiang province

open access: yes浙江大学学报. 农业与生命科学版, 2003
Based on stratum and tectonic unit and the diversity of mountain hazards, the author selected the typical studying areas. And through the using of the general survey data of mountain hazards and soil and surveying on the spot, the spatial correlation ...
WANG Shen-fa   +4 more
doaj   +1 more source

Experimental research on tensile strength of gravelly soil under different gravel contents

open access: yesYantu gongcheng xuebao, 2019
The tensile strength of gravelly soil is one of the important indexes for resisting the cracking of earth core rockfill dams. Based on the self-developed uniaxial tensile test mould, a series of uniaxial tensile tests are carried out on the gravel soil ...
JI En-yue 1,2,3, CHEN Sheng-shui 1,2, ZHU Jun-gao 3, FU Zhong-zhi 1,2
doaj   +1 more source

Capillary rise in eluvium-deluvial gravelly soil

open access: yesShuiwen dizhi gongcheng dizhi
The height of capillary water rise and the associated moisture distribution influence the permeability and strength of capillary zone soils. Accurate determination of the capillary rise height and moisture profile is therefore essential for evaluating ...
Yukai FU   +5 more
doaj   +1 more source

Experimental study on hydraulic fracture of gravelly soil core

open access: yesYantu gongcheng xuebao, 2018
The hydraulic fracture tests on two kinds of graded gravelly soils are carried out by using the improved triaxial apparatus. For the hydraulic fracture pressures on the gravelly soils, the soil properties and confining pressure are the key influence ...
LING Hua 1, 2, WANG Wei 3, WANG Fang 1, 2, FU Hua 1, 2, HAN Hua-qiang 1, 2
doaj   +1 more source

Analysis of Strengthening Mechanism of the Steep Slope Embankment through Centrifugal Model Test

open access: yesShock and Vibration, 2022
Centrifuge model tests were conducted to investigate the geogrid-gravelly-soil-reinforced steep slope embankments. A control experiment was carried out on a set of unreinforced embankments. The following test results were obtained.
Jie Liu, Bin Wang, Yunlong Sun, Bin Wang
doaj   +1 more source

Frost Heaving and Induced Pressure of Unsaturated Interfacial Zone between Gravel Ballast and Subgrade

open access: yesApplied Sciences, 2022
Most existing railroads are composed of gravel ballast. One of the major issues with gravel ballast is frost damage in cold regions. Gravelly soils are known to be not prone to frost action due to their low water retention capacity and high hydraulic ...
Jinung Do
doaj   +1 more source

Experimental and Mechanical Characteristics of Xanthan Gum and Calcium Lignosulfonate-Cured Gravel Soil

open access: yesApplied Sciences
The objective of this study was to enhance the mechanical properties of gravelly soil and to consider the binding and filling effects of xanthan gum and calcium lignosulfonate.
Cheng Peng   +4 more
doaj   +1 more source

Correlation between Strengths and Penetration Resistances for Gravelly Soils

open access: yesSoils and Foundations, 1993
High-quality undisturbed gravel samples, 30 cm in diameter and 60 cm high, are obtained by the in-situ freezing method at four sites. Both the undrained cyclic shear strength and drained shear strength of these samples are measured by using a large scale triaxial test apparatus.
Suzuki, Y.   +3 more
openaire   +2 more sources

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