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發(fā)表于 2025-3-21 16:08:09 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
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沙發(fā)
發(fā)表于 2025-3-21 20:39:07 | 只看該作者
板凳
發(fā)表于 2025-3-22 02:06:21 | 只看該作者
A Comparative Study of Soil Suction Measurement Using Two Different High-Range Psychrometersorrections proposed for the readings. A possible explanation for differences in the measurements observed between both instruments in the high suction range is presented in terms of the hydraulic paths undergone by the soils during the measurement period.
地板
發(fā)表于 2025-3-22 06:52:18 | 只看該作者
Nisheeth Shrivastava,Chiranjeeb Buragohain of lime. In the paper, results from Mercury Intrusion Porosimetry (MIP) on a lime stabilised dynamically compacted natural silty soil are reported. Those results highlight the time dependency of modifications induced by lime on the microstructure, which is strongly related to the initial moulding water content of the sample.
5#
發(fā)表于 2025-3-22 10:41:29 | 只看該作者
https://doi.org/10.1007/978-3-319-26880-4). Characteristics for four soil samples ranging in texture from sand to bentonite are presented. All show a linear relationship when water content is plotted vs. logarithm of suction. The slope of the characteristic is easily obtained for use in expansive soil identification.
6#
發(fā)表于 2025-3-22 15:16:06 | 只看該作者
7#
發(fā)表于 2025-3-22 20:22:18 | 只看該作者
,The Nembutsu of Jōdo Shinshū Buddhism, constant suctions. Volume change and shear strength data for the samples were monitored continuously during the experiments. In this paper, the results of the experimental study will be presented and the effects of suction on the shear strength and volume change of unsaturated soil will be discussed in detail.
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發(fā)表于 2025-3-23 00:31:32 | 只看該作者
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發(fā)表于 2025-3-23 03:43:10 | 只看該作者
10#
發(fā)表于 2025-3-23 08:54:47 | 只看該作者
Application of a Dew Point Method to Obtain the Soil Water Characteristic). Characteristics for four soil samples ranging in texture from sand to bentonite are presented. All show a linear relationship when water content is plotted vs. logarithm of suction. The slope of the characteristic is easily obtained for use in expansive soil identification.
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