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Sand drains and blanket
Pore-water pressure was relieved from foundation of 6459-ft embankment on highway crossing of Lake Pend Orielle by system of vertical sand drains placed under pervious sand blanket in end of fill where trestle bridge touches it; object was to accelerate settlement of fill so that end pile bents and abutment would not be subjected to total settlement after construction.
Sand drains and blanket
Pore-water pressure was relieved from foundation of 6459-ft embankment on highway crossing of Lake Pend Orielle by system of vertical sand drains placed under pervious sand blanket in end of fill where trestle bridge touches it; object was to accelerate settlement of fill so that end pile bents and abutment would not be subjected to total settlement after construction.
Sand drains and blanket
Pacific Bldr Engr
1956
2 pages
Aufsatz (Zeitschrift)
Englisch
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Engineering Index Backfile | 1948
|NTIS | 1994
Engineering Index Backfile | 1954
Engineering Index Backfile | 1962
|Blanket coverage: Technical note: prefabricated vertical drains
British Library Online Contents | 2006