Random field-based gravel pile reinforcement liquefiable site sidesway evaluation method

The invention provides a random field-based gravel pile reinforcement liquefiable site sidesway evaluation method, which comprises the steps of calculating a gravel pile replacement rate based on site conditions, constructing a three-dimensional gravel pile-soil dynamic response model in finite elem...

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Hauptverfasser: WANG SHUN, MO TENGFEI, DU WENQI, LI DIANQING
Format: Patent
Sprache:chi ; eng
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