COMPUTATION OF SOIL-CEMENT COLLISION WALL OF METAL STRUCTURES PIT IN THE CONSTRUCTION OF SUBWAY
Abstract and keywords
Abstract (English):
Authors develop the method of computation of soil-cement collision wall by the first limit state. The method of calculation of the stability of the pit and the calculation of limiting the depth of pit are offered.

Keywords:
metal structures pit, stability, soil cementation.
References

1. Malinin A.G. Struynaya tsementatsiya gruntov: monografiya. - Perm´.: Presstaym, 2007.

2. Zege S.O., Broyd I.I. Tekhnologicheskie osobennosti proektirovaniya podzemnykh konstruktsiy, vypolnyaemykh s pomoshch´yu struynoy geotekhnologii.// «OFMG». -2009. -№2.

3. Protokoly ispytaniy ot 19.07.2012g.

4. Il´ichev V.A., Gotman Yu.A. Raschet razmerov gruntotsementnogo massiva po konturu kotlovana dlya snizheniya peremeshcheniya ograzhdeniya do trebuemykh velichin metodom optimal´nogo proektirovaniya. Osnovaniya, fundamenty i mekhanika gruntov.- № 4 sentyabr´.-M., 2011, s. 24-31.

5. Sokolovskiy V.V. O priblizhennom prieme v statike sypuchey sredy. PMM, t. 16, vyp. 2, 1952. S 246-248.

6. Dyba V.P. Otsenki nesushchey sposobnosti fundamentov: monografiya/ Yuzh.-Ros.gos. tekhn. u-t.- Novocherkassk: YuRGTU, 2008.- 200 s.

7. Dyba V.P., Dyba P.V. Predel´naya «treugol´naya» nagruzka na nesvyaznoe osnovanie//Informatsionnye tekhnologii v obsledovanii ekspluatiruemykh zdaniy i sooruzheniy: materialy XIIMezhdunar.nauch.prakt.konfg.Novocherkassk, 30 oktyabrya 2012 g./ Yuzh.-Ros. gos. tekhn. un-t (NPI).- Novocherkassk: 2012.-S. 15-19.


Login or Create
* Forgot password?