CONSTRUCTION METHOD FOR DRY EXCAVATION OF SHEET PILE WHARF IN HIGHLY PERMEABLE COASTAL STRATUM

CONSTRUCTION METHOD FOR DRY EXCAVATION OF SHEET PILE WHARF IN HIGHLY PERMEABLE COASTAL STRATUM

The present invention provides a construction method for dry excavation of a sheet pile wharf in a highly permeable coastal stratum, including such procedures as reserving a 5 water cofferdam, lowering a water level, excavating a foundation pit, constructing a diaphragm wall, excavating a protective...

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Hauptverfasser: ZHIMIN WANG, YUCHEN WU, ZICHEN ZHAO, XUECUN PENG, WEI HUANG, JIAO FAN, YILIN ZUO, XIANHE ZHENG, YONG LU, JINCHUAN MA
Format: Patent
Sprache:eng
Schlagworte:
EMBANKMENTS
EXCAVATIONS
FIXED CONSTRUCTIONS
FOUNDATIONS
HYDRAULIC ENGINEERING
SOIL SHIFTING
UNDERGROUND OR UNDERWATER STRUCTURES
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creator ZHIMIN WANG
YUCHEN WU
ZICHEN ZHAO
XUECUN PENG
WEI HUANG
JIAO FAN
YILIN ZUO
XIANHE ZHENG
YONG LU
JINCHUAN MA
description The present invention provides a construction method for dry excavation of a sheet pile wharf in a highly permeable coastal stratum, including such procedures as reserving a 5 water cofferdam, lowering a water level, excavating a foundation pit, constructing a diaphragm wall, excavating a protective soil body, and dismantling the water cofferdam. Compared with a conventional dredging process, this method offers significant improvements in operability, schedule guarantee, controllable quality, as well as economy and environmental protection, it is especially suitable for large-scale harbor 10 excavation in coastal areas with significant water level fluctuations and high soil permeability. It is high in construction efficiency, energy-saving, and environmentally friendly, with good economic benefits.
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subjects EMBANKMENTS
EXCAVATIONS
FIXED CONSTRUCTIONS
FOUNDATIONS
HYDRAULIC ENGINEERING
SOIL SHIFTING
UNDERGROUND OR UNDERWATER STRUCTURES
title CONSTRUCTION METHOD FOR DRY EXCAVATION OF SHEET PILE WHARF IN HIGHLY PERMEABLE COASTAL STRATUM
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