In certain field conditions such as offshore projects under wave loads or embankments under traffic loads, both the vertical and horizontal stresses are variable. However, previous investigations rarely considered the variation in horizontal stress. To better understand the characteristics of natural saturated soft clay, a series of monotonic and cyclic triaxial tests with a K0-consolidation state were carried out under a variable confining pressure (VCP) stress path. The development of axial strain, pore water pressure and effective stress path is analysed. The results show that with the increase in η (the ratio of the variation in the mean effective principal stress to that of the deviatoric stress), the undrained shear strength (qf) decreases continuously. The pore water pressure generation is slightly improved under a stress path with increasing confining pressure. Based on the test results, a unified formula was established to predict the pore water pressure under VCP stress paths. The unique p–q–e relationship of normally consolidated clay in monotonic VCP triaxial tests was also demonstrated. Under VCP stress paths, the amplitude of the pore pressure increases, and the effective stress path tilts more sharply to the right. Moreover, a unified formula was established that can provide a good reference for predicting effective stress paths under cyclic VCP triaxial tests.
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This study presents an approach for transferring the qualitative analysis of groundwater sustainability for development to
quantitative evaluation by an analogy of two similar regions. A concept of groundwater exploitation sustainability (GES),
which is an evaluation index based on water supply capability, eco-geo-environment maintaining capability and the harmony
between water and society, is put forward. The fuzzy analytic hierarchy process method is applied to calculate the GES for
the Xiangshan and Dianchang karst groundwater sources in the Huaibei city, Anhui Province, China. The GES of the Xiangshan
karst system was calculated to be 0.53 and represents medium exploitation sustainability, while that for the Dianchang is
relatively high with a value of 0.70. These two karst systems are separate units but have similar hydrogeological conditions.
The Dianchang area had limited groundwater observation data, while the Xiangshan area had long series of observation data,
which enabled the computation of the sustainable yield. The sustainable yield of the Xiangshan karst area was used to calibrate
the GES, and develop a linear equation between the GES and sustainable yield, which was used to calculate the sustainable
yield of the Diangchang karst area as 40.4 million m3. 相似文献