A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Building sites stabilized with grout
Bearing capacity of water saturated, clay soil underlying housing site was increased by filling voids in material with soil-cement grout; added through 1 1/2-in. diam pipes extending as much as 32 ft below ground surface, grout was in form of slurry containing 15 to 25% of high early strength cement; delivery continued until slurry appeared on surface, pressure of 100 psi sometimes being required.
Building sites stabilized with grout
Bearing capacity of water saturated, clay soil underlying housing site was increased by filling voids in material with soil-cement grout; added through 1 1/2-in. diam pipes extending as much as 32 ft below ground surface, grout was in form of slurry containing 15 to 25% of high early strength cement; delivery continued until slurry appeared on surface, pressure of 100 psi sometimes being required.
Building sites stabilized with grout
Eng News-Rec
Engineering News-Record ; 134
1945
4 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
A Jet Grout Stabilized Excavation Beneath an Existing Building
| British Library Conference Proceedings | 1998
Railway roadbeds stabilized with Portland cement grout
| Engineering Index Backfile | 1945
Back-to-Back Mechanically Stabilized Earth Wall ``To Grout or Not to Grout?''
| British Library Conference Proceedings | 2013
Centrifuge Model Studies on Grout Mattress-Stabilized Slopes
| TIBKAT | 2020