Search
Search Funnelback University
- Refined by:
- Date: 2004
51 -
54 of
54
search results for news |u:www-civ.eng.cam.ac.uk
Fully-matching results
-
PII: S0266-352X(02)00015-0
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/116_Computers&geotechnics_vol29_Issue8_587_607.pdf7 Jan 2004: 21) is calculated for each element i, and a-prioriasymptotic convergence estimates are used to predict the new element size hnewi fromthe old size holdi. ... The new element size hi is finally chosen as the minimum of bothvalues in Eq. -
Bolton, M. D. & Powrie, W. (1988) GLmechnique 38, ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/19_Geotechnique_No38_Is2_167_189.pdf6 Jan 2004: No further dilation will take place unless the change of geometry forces new rupture bands to develop. -
Collapse limit states of reinforced earth retaining walls M. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/7_Geotechnique_No32_Issue4_349_367.pdf6 Jan 2004: INTRODUCTION. Henri Vidal has achieved the distinction of conceiving, elaborating and popularizing a new technology in earth retention in only two decades. ... This Paper includes some data on deformations, but most new data will be concerned with the -
PII: S0266-1144(00)00009-1
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/102_Geotex&GeoMem_vol19_Issue1_23_44.pdf7 Jan 2004: Ph.D. Thesis. University of She$eld, UK.Ladd, C.C., Foott, R., 1974. New design procedure for stability of soft clays. ... Construction and performance of. a full-scale geotextile reinforced test embankment, Sackville, New Brunswick.
Search history
Recently clicked results
Recently clicked results
Your click history is empty.
Recent searches
Recent searches
Your search history is empty.