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Method for overwater bearing platform foundation pit excavation construction of quick sand stratum
The invention discloses a method for overwater bearing platform foundation pit excavation construction of a quick sand stratum. The method mainly comprises bearing platform foundation pit excavation construction through a steel sheet pile cofferdam method, a tube well precipitation method and a light well point precipitation method. The method effectively quickens construction progress, reduces slope collapse and displacement, has safety in construction, guarantees quality, reduces cost, avoids rework and is remarkable in economic benefit and social benefit; and the construction method has simplicity, convenience and quickness in construction, is good in stability and effectively guarantees engineering quality and safety.
Method for overwater bearing platform foundation pit excavation construction of quick sand stratum
The invention discloses a method for overwater bearing platform foundation pit excavation construction of a quick sand stratum. The method mainly comprises bearing platform foundation pit excavation construction through a steel sheet pile cofferdam method, a tube well precipitation method and a light well point precipitation method. The method effectively quickens construction progress, reduces slope collapse and displacement, has safety in construction, guarantees quality, reduces cost, avoids rework and is remarkable in economic benefit and social benefit; and the construction method has simplicity, convenience and quickness in construction, is good in stability and effectively guarantees engineering quality and safety.
Method for overwater bearing platform foundation pit excavation construction of quick sand stratum
ZHAO GEN GEN (author) / GAO FENG (author) / LIU GUI (author) / TIAN HONGXIA (author) / LIU HUI (author)
2015-09-30
Patent
Electronic Resource
English
IPC:
E02D
FOUNDATIONS
,
GrĂ¼ndungen
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