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ndltd-OhioLink-oai-etd.ohiolink.edu-osu1298496394
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oai_dc
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ndltd-OhioLink-oai-etd.ohiolink.edu-osu12984963942021-08-03T06:01:29Z Degradation of resilient modulus of saturated clay due to pore water pressure buildup under cyclic loading Huang, Jun <p>Laboratory testing was carried out to find out the reason why some pavement sections have larger deflections than what they were designed to. The soil specimens were made from compacted clay and fully saturated before they were subjected to cyclic loading which was to simulate traffic loading. Pore water pressure buildup and degradation of resilient modulus were observed during the cyclic loading. The buildup of pore water pressure caused the decrease of the effective confining stress, which, in turn, caused the degradation of resilient modulus. The degradation of resilient modulus and pore water pressure buildup were related to some boundary conditions, including loading period. Laboratory tests showed that longer relaxing time between two spikes of loading cycles resulted in lower pore water pressure buildup and less degradation of resilient modulus. In the collected data, there is fluctuation in peak pore water pressure when the soil was subjected to cyclic loading. The reasons are to be determined if more tests can be done.</p> 2001 English text The Ohio State University / OhioLINK http://rave.ohiolink.edu/etdc/view?acc_num=osu1298496394 http://rave.ohiolink.edu/etdc/view?acc_num=osu1298496394 unrestricted This thesis or dissertation is protected by copyright: all rights reserved. It may not be copied or redistributed beyond the terms of applicable copyright laws.
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| collection |
NDLTD
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| language |
English
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| sources |
NDLTD
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| author |
Huang, Jun
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| spellingShingle |
Huang, Jun
Degradation of resilient modulus of saturated clay due to pore water pressure buildup under cyclic loading
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| author_facet |
Huang, Jun
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| author_sort |
Huang, Jun
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| title |
Degradation of resilient modulus of saturated clay due to pore water pressure buildup under cyclic loading
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| title_short |
Degradation of resilient modulus of saturated clay due to pore water pressure buildup under cyclic loading
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| title_full |
Degradation of resilient modulus of saturated clay due to pore water pressure buildup under cyclic loading
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| title_fullStr |
Degradation of resilient modulus of saturated clay due to pore water pressure buildup under cyclic loading
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| title_full_unstemmed |
Degradation of resilient modulus of saturated clay due to pore water pressure buildup under cyclic loading
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| title_sort |
degradation of resilient modulus of saturated clay due to pore water pressure buildup under cyclic loading
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| publisher |
The Ohio State University / OhioLINK
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| publishDate |
2001
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| url |
http://rave.ohiolink.edu/etdc/view?acc_num=osu1298496394
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| work_keys_str_mv |
AT huangjun degradationofresilientmodulusofsaturatedclayduetoporewaterpressurebuildupundercyclicloading
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| _version_ |
1719429609127149568
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