... in that it included the effect of friction of soil on the back of retaining structures. On the basis of Bell s work on cohesive soils, the Author had derived severalformulae and pressure-coefficients forcalculating the amount of relief of lateral pressure caused by the friction andcohesion of soils on the back...

...S PACKSHAW © Thomas Telford and ICE 1946 EARTH PRESSURE RESISTANCE WALLS FRICTION ADHESION COHESIONLESS SOILS COHESIVE FILL EFFECT TENSION CRACKS DISTRIBUTION SUPERLOADS INCLINED SLOPING GROUND SURFACE JOURNAL OF THE INSTITUTION OF CIVIL ENGINEERS No. 4. 1945-46...

...L F COOLING; H Q GOLDER © Thomas Telford and ICE 1942 ANALYSIS FAILURES EARTH DAMS CONSTRUCTION STABILITY METHODS SWEDISH COHESIVE SOILS FRICTION BANKS PUDDLE CORES SAMPLING WEIGHT SHEAR STRENGTH WATER CONTENT EARTHWORKS SITES PLASTIC LIMITS 38 COOLING AND GOLDER...

...G WILSON © Thomas Telford and ICE 1941 KREY TERZAGHI CALCULATIONS BEARING CAPACITY FOOTINGS CLAYS LOADS SAFETY FAILURES CIRCULAR ARC METHODS COHESIVE MATERIALS SURFACE LOADING BEARING CAPACITY WILSON ON BEARING CAPACITY OF FOOTJNGOSN CLAY. 87 Paper No. 5282...

... conveniently at any time to any well being sunk, and, 398 HOWORTH ON THE CONSTRUCTION OF if desired, to revert to open dredging and again to compressed air a t will. Sinking into Plastic or Cohesive Mderial. All the wells from No. 21 to No. 28 inclusive, before reaching contract founding-depths, encountered...