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- W2368800266 abstract "Field test was carried out to study expressway retailing backwall treated by hydraulic compaction considering four different depths(30,60,100,150 cm) and four different working conditions,and numerical simulation study by using finite element method based on ADINA was also introduced for comparision.The results show that the stress propagation is like eight from compaction area to down during hamming,and the depth of impaction is above 1m but the impaction scope of horizon is not very large.The impact load has a great effect on bridge abutment structure in pressure area,but stress value is less than the norm of value.The stress and displacement distribution of the interface are much closer to reality while setting contact elements in interface of two strong and weak materials of crushed stone and concrete structure,and the corner of interface obviously shows stress concentration.A part of measured value and calculated value match exactly,and have a certain rules.The results of the field test and the numerical simulation study can provide important reference value to strengthening engineering of road retailing backwall." @default.
- W2368800266 created "2016-06-24" @default.
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- W2368800266 date "2013-01-01" @default.
- W2368800266 modified "2023-09-24" @default.
- W2368800266 title "Field test and numerical simulation study on treatment of expressway retailing backwall by hydraulic compaction" @default.
- W2368800266 hasPublicationYear "2013" @default.
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