Effect of Overload on Bearing Capacity of FRP Reinforced Ground
Concrete blocks were arranged on both sides of the strip foundation to simulate overload. Model tests with overload or not were conducted, for four test programs including pure sand ground, single plate reinforced ground, double plates reinforced ground and single plate with two anchorage ends reinf...
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Veröffentlicht in: | Applied Mechanics and Materials 2014-07, Vol.580-583, p.655-658 |
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description | Concrete blocks were arranged on both sides of the strip foundation to simulate overload. Model tests with overload or not were conducted, for four test programs including pure sand ground, single plate reinforced ground, double plates reinforced ground and single plate with two anchorage ends reinforced ground. The influence of overload on bearing capacity and settlement of ground, earth pressure and strain of FRP was analyzed. The test results showed that overload can enhance the bearing capacity, and reduce the ground settlement in a certain extent, with the beneficial effects of overload on reinforcement effect being decreased while the amount of reinforcement was increased. |
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Model tests with overload or not were conducted, for four test programs including pure sand ground, single plate reinforced ground, double plates reinforced ground and single plate with two anchorage ends reinforced ground. The influence of overload on bearing capacity and settlement of ground, earth pressure and strain of FRP was analyzed. The test results showed that overload can enhance the bearing capacity, and reduce the ground settlement in a certain extent, with the beneficial effects of overload on reinforcement effect being decreased while the amount of reinforcement was increased.</description><identifier>ISSN: 1660-9336</identifier><identifier>ISSN: 1662-7482</identifier><identifier>ISBN: 9783038351658</identifier><identifier>ISBN: 3038351652</identifier><identifier>EISSN: 1662-7482</identifier><identifier>DOI: 10.4028/www.scientific.net/AMM.580-583.655</identifier><language>eng</language><publisher>Zurich: Trans Tech Publications Ltd</publisher><subject>Bearing capacity ; Civil engineering ; Pressure gauges ; Strain gauges</subject><ispartof>Applied Mechanics and Materials, 2014-07, Vol.580-583, p.655-658</ispartof><rights>2014 Trans Tech Publications Ltd</rights><rights>Copyright Trans Tech Publications Ltd. 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The test results showed that overload can enhance the bearing capacity, and reduce the ground settlement in a certain extent, with the beneficial effects of overload on reinforcement effect being decreased while the amount of reinforcement was increased.</description><subject>Bearing capacity</subject><subject>Civil engineering</subject><subject>Pressure gauges</subject><subject>Strain gauges</subject><issn>1660-9336</issn><issn>1662-7482</issn><issn>1662-7482</issn><isbn>9783038351658</isbn><isbn>3038351652</isbn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2014</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNqNkFtLAzEQhYMXUGv_w4Jvwm5z2aSzT9LWtgotlaLPIZtNdEvdrUlq6b83tYI--jDMwBzOmfkQuiU4yzGF3m63y7yuTRNqW-usMaE3mM8zDjjlwDLB-Qm6JELQtJ8DPUXdog8MM2CcCA5n3zucFoyJC3Tl_QpjkZMcLtHd2FqjQ9LaZPFp3LpVVdI2ydAoVzevyUhtlK7D_rCfLJ-Spakb2zptqmTq2m1TXaNzq9bedH96B71Mxs-jh3S2mD6OBrNUxzNCSlRugTFCS9vH1OBS9AUt4wCKWaNEARxsVTJNCWPANa44JlDEvygVZRR10M3Rd-Paj63xQa7arWtipCQFgwIE8CKqhkeVdq33zli5cfW7cntJsDyAlBGk_AUpI0gZQcoIMhaTMTCa3B9NglOND0a__cn6v80XMtuBmg</recordid><startdate>20140701</startdate><enddate>20140701</enddate><creator>Shao, Xin Yan</creator><creator>Wang, Qiu Ping</creator><creator>Bai, Chong Xi</creator><general>Trans Tech Publications Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>7TB</scope><scope>8BQ</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>BENPR</scope><scope>BFMQW</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>FR3</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>KR7</scope><scope>L6V</scope><scope>M7S</scope><scope>PDBOC</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope></search><sort><creationdate>20140701</creationdate><title>Effect of Overload on Bearing Capacity of FRP Reinforced Ground</title><author>Shao, Xin Yan ; 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Model tests with overload or not were conducted, for four test programs including pure sand ground, single plate reinforced ground, double plates reinforced ground and single plate with two anchorage ends reinforced ground. The influence of overload on bearing capacity and settlement of ground, earth pressure and strain of FRP was analyzed. The test results showed that overload can enhance the bearing capacity, and reduce the ground settlement in a certain extent, with the beneficial effects of overload on reinforcement effect being decreased while the amount of reinforcement was increased.</abstract><cop>Zurich</cop><pub>Trans Tech Publications Ltd</pub><doi>10.4028/www.scientific.net/AMM.580-583.655</doi><tpages>4</tpages></addata></record> |
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subjects | Bearing capacity Civil engineering Pressure gauges Strain gauges |
title | Effect of Overload on Bearing Capacity of FRP Reinforced Ground |
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