Experience with chemical soil stabilization in underground construction in Moscow M. N. IbragimovS. S. Mel'nikovV. S. Shevtsov From The Experience Of Construction Organizations Pages: 1 - 5
Use of antislide piling L. K. Ginzburg From The Experience Of Construction Organizations Pages: 6 - 9
Determination of bearing capacity of driven piles from results of soil tests using standard piles L. G. Mariupol'skiiI. A. Matyashevich Foundation Engineering Pages: 9 - 13
Cast-in-place piles in compacted type II collapsibility loess soil (for discussion) I. S. ArutyunovYu. A. BagdasarovI. P. Koval Construction Under Special Soil Conditions Pages: 13 - 19
Validity of methods used to determine the design load on a driven pile Yu. G. TrofimenkovI. A. MatyashevichR. E. Khanin Advice To Designers Pages: 19 - 22
Computation of settlements at characteristic points in the lower surface of a rectangular foundation V. S. Rybin Advice To Designers Pages: 23 - 25
Approximate analytical method for computing the bearing capacity of foundation beds and its experimental evaluation A. S. StroganovM. S. GaidaiA. V. Vronskii Soil Mechanics Pages: 26 - 32
Mechanical behavior of soils in the three-dimensional stressed state A. L. Kryzhanovskii Discussion Pages: 33 - 41
