共 21 条
[1]
Andersen K.H., Dyvik R., Schroeder K., Hansteen O.E., Bysveen S., Field Tests of Anchors in Clay II: Predictions and Interpretation, J. Geotech. Engrg, 119, 10, pp. 1532-1549, (1993)
[2]
Bond A.J., Jardine R.J., Effects of Installing Displacement Piles in a High OCR Clay, Geotechnique, 41, 3, pp. 341-363, (1991)
[3]
Cao J., Phillips R., Popescu R., Audibert J., Al-Khafaji Z., Excess Pore Pressures Induced by Installation of Suction Caissons in NC Clays, Proc. Int. Conf. on Offshore Site Investigation and Geotechnics, pp. 405-412, (2002)
[4]
Chen W., Uniaxial Behaviour of Suction Caissons in Soft Deposits in Deepwater,, (2005)
[5]
Clayton C.R.I., Bica A.V.D., Design of Diaphragmtype Boundary Total Stress Sells, Geotechnique, 43, 4, pp. 523-535, (1993)
[6]
Clukey E.C., Phillips R., Centrifuge Model Tests to Verify Suction Caisson Capacities for Taut and Semi-taut Legged Mooring Systems, Proc. Int. Conf. on Deep Offshore Tech., DOT 2002, pp. 1-16, (2002)
[7]
Colliat J.-L., Anchors for Deepwater to Ultradeepwater Moorings, Proc. of the 34th Annual Offshore Tech. Conf, pp. 2695-2703, (2002)
[8]
Coop M.R., Wroth C.P., Field Studies of an Instrumented Model Pile in Clay, Geotechnique, 39, 4, pp. 679-696, (1989)
[9]
Ehlers C.J., Young A.G., Chen J.W., Technology Assessment of Deepwater Anchors, Proc. of the 36th Annual Offshore Tech. Conf, pp. 1-17, (2004)
[10]
House A., Suction Caisson Foundations for Buoyant Off-shore Facilities,, (2002)