Probabilistic method for evaluating the permanent strain of unbound granular materials under cyclic traffic loading
Probabilistic method for evaluating the permanent strain of unbound granular materials under cyclic traffic loading
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评估循环交通荷载下未结合颗粒材料永久应变的概率方法
DOI:
10.1016/j.conbuildmat.2020.118975
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发表时间:
2020-08
影响因子:
7.4
通讯作者:
Nie Rusong
中科院分区:
文献类型:
--
作者:
Xu Fang;Zhai Bin;Leng Wuming;Yang Qi;Leng Huikang;Nie Rusong
In this study, a series of large-scale cyclic triaxial tests with different water contents (w), confining pressures (σ3), and dynamic deviatoric stresses (σd) is performed to investigate the accumulative permanent strain (εp) behavior of an unbound granular material (UGM) used in the construction of railway subgrade beds. Results indicate that an increase in confining pressure effectively inhibits the development rate ofεp, and theεpbehavior of stable specimens can be categorized into an initial rapidly increasing stage and a subsequent gradual stabilization stage, with different causes of material strain at each stage. The permanent strain accumulated from the first loading cycle, i.e., the model parametera, demonstrates a power function relationship with the dynamic-static deviatoric stress ratio (η), and the model parameterb, which implies the increasing rate ofεp, is strongly correlated withηandw. A probabilistic method based on a semi-logarithmic prediction model and probabilistic failure theory is proposed to evaluate the development range ofεpof UGMs while considering the effects of the confining pressure, dynamic deviatoric stress, static failure deviatoric stress, and water content. Applications of the proposed method indicate that the developed probabilistic model can yield acceptableεppredictions of UGMs.
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影响因子:
4.3
作者:
Zhang Qishu;Leng Wuming;Xu Fang;Yang Qi;Ai Xi
通讯作者:
Ai Xi
DOI:
--
发表时间:
2021
期刊:
--
影响因子:
--
作者:
Braja M. Das
通讯作者:
Braja M. Das
影响因子:
11.1
作者:
Liu Wenjie;Zhang Jing;Jin Mingzhou;Xie Naiming
通讯作者:
Xie Naiming
DOI:
10.1061/(asce)1090-0241(2002)128:11(907
发表时间:
2002-11-01
影响因子:
3.9
作者:
Chai, JC;Miura, N
通讯作者:
Miura, N
影响因子:
2.7
作者:
SHAPIRO, SS;WILK, MB
通讯作者:
WILK, MB