000			a
999			_c15940 _d15940
003			OSt
005			20220111152834.0
008			220111b xxu||||| |||| 00| 0 eng d
040			_aAIKTC-KRRC _cAIKTC-KRRC
100			_915410 _aPerumalsamy, Kavitha
245			_aExperimental study on pipe sheet pile wall berthing structure
250			_aVol.51(5), Oct
260			_aSwitzerland _bSpringer _c2021
300			_a979-991p.
520			_aThe berthing structures are built with diaphragm wall tied with piles. The location of the diaphragm wall either in the front or in the rear of the berthing structure depends on the soil condition, the width of the deck, and slope formed after dredging. Instead of the diaphragm wall, the pipe sheet pile wall can be used for its high bending strength and easy construction if the soil is very soft clay or very loose sand. Two configurations with pipe sheet pile wall in the front or in the rear connected to two rows of the pile for lateral mooring pull are studied for different dredge levels. The experimental study performed in cohesionless soil for both the configurations shows that the configuration with pipe sheet pile wall in front has two times more capacity with pipe sheet pile wall in the rear.
650		0	_94621 _aCivil Engineering
700			_915412 _aRanganathan, Sundaravadivelu
773	0		_x 0971-9555 _dSwitzerland Springer _tIndian geotechnical journal
856			_uhttps://link.springer.com/article/10.1007/s40098-020-00479-3 _yClick here
942			_2ddc _cAR