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	题名	作者	年代	出处	被引量
1	Functional response of bladder strips from streplozotocon diabetic rats depends on bladder mass显示文摘	Bezuijen M W Levendusky M C Longhurst P A	2003	J Urol2003，169，：	1
2	Field measurements of grout pressures during tunnelling of the Sophia rail tunnel 显示文摘	BEZUIJEN A TALMON A M KAALBERG F J	2004	Soils and Foundations2004，44，1：	1
3	Two-phase flow experiments in a geocentrifuge and the significance of dynamic capillary pressure effect显示文摘	OUNG O HASSANIZEDEH S M BEZUIJEN A		0，，03：	1
4	Parameters that influence the pressure filtration characteristics of bentonite grouts 显示文摘	Bezuijen A Sanders M P M Denhamer D	2009	Geotechnique2009，59，8：	1
5	Influence of seepage on stability of sandy slope显示文摘	RHEE C V BEZUIJEN A	1992	Journal of Geotechnical Engineering ASCE1992，118，8：	1
6	Field Measurements of Grout Pressures during Tunneling of the Sophia Rail Tunnel 显示文摘	BEZUIJEN A TALMON A M KAALBERG F J	2004	Soil and Foundations2004，44，1：	1
7	Simulating the Consolidation of TBM Grout at Noordplaspolder 显示文摘	TAMLOMON A M BEZUIJEN A	2009	Tunnelling and Underground Space Technology2009，24，：	1
8	An analytical model for arching in piled embankments显示文摘	Van Eekelen S J M Bezuijen A van Tol A F	2012	Geotextiles and Geomembranes2012，32，：	1
9	Functional re- sponse of bladder strips from streptozotocin diabetic rats depends on bladder mass显示文摘	Bezuijen MW Levendusky MC Longhurst PA	2003	J Urol2003，69，6：	1
10	3D finite element method (FEM) simulation of groundwater flow during backward erosion piping显示文摘向后的侵蚀尖为连贯的水的重要失败机制正在保留基于沙的含水土层的结构。目前,为安全评价的预言模型经常基于 2D 假设。在这个工作, 3D 导致向后的侵蚀的侵蚀机制的地下水流动的数字途径尖被介绍并且讨论。2D 和 3D 的比较数字结果明确地表明尖现象的固有的 3D 性质。另外,渗出物长度的影响为尖开始和尖前进被调查并且讨论。结果清楚地显示介绍 3D 的优势与确定的 2D 途径相比的数字模型。而且,数字结果启用一更好涉及尖的向后的侵蚀并且这样的复杂物理机制理解的 3D 能在对保留结构的水的安全评价导致重要改进。	Kristine VANDENBOER Vera van BEEK Adam BEZUIJEN	2014	Frontiers of Structural and Civil Engineering2014，8，2：	1
11	Field measurements of grout pressures during tunnelling of the Sophia Rail Tunnel显示文摘	BEZUIJEN A TALMON A M KAALBERG F J	2004	Soils and Foundations2004，44，1：	1
12	Pressure gradients at the EPB face 显示文摘	Bezuijen A Talmon A M Joustra J F W	2005	Tunnels & Tunnelling International2005，37，12：	1
13	Field measurements of grout pressures during tunnelling of the Sophia rail tunnel显示文摘	Bezuijen A Talmon A M Kaalberg F J	2004	Soils and Foundations2004，44，1：	1
14	Analytical model for fracture grouting in sand显示文摘	BEZUIJEN A GROTENHUIS R TE VAN TOL A F	2011	Journal of Geotechnical and Geoenvironmental Engineering2011，137，6：	1
15	Field Measurement of Grout Pressures during Tunnelling of the Sophia Rail Tunnel 显示文摘	Bezuijen A Talmon A M	2004	Journal of the Japanese Geotechnical Society of Soils and Foundations2004，44，1：	1
16	Pressure gradients at the EPB face显示文摘	BEZUIJEN A TALMON A M JOUSTRA J F	2005	Tunnels and Tunneling2005，37，12：	1
17	Diabetes mellitus increases the rate of development of decompensation in rats with outlet obstruction显示文摘	Longhurst PA Levendusky MC Bezuijen MWF	2004	J Urology2004，171，2：	1
18	Analysisand modification of the British Standard design of piled embankments显示文摘	VANEEKELEN S J M BEZUIJEN A VANTOL A F	2011	Geomembranes2011，29，35：	1
19	Simulating the consolidation of TBM grout at Noordplaspolder显示文摘	TALMON A M BEZUIJEN A	2009	Tunnelling and Underground Space Technology2009，24，：	1
20	Simulating the consolidation of TBM grout at Noordplaspolder 显示文摘	TALMON A M BEZUIJEN A	2009	Tunnelling and Underground Space Technology2009，24，5：	1

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