FIELD: civil engineering, formation of pile foundations, predominantly in subsiding grounds of second type, in swelling and fill-up grounds. SUBSTANCE: precast pile aimed at installation in subsiding grounds of second type, in swelling and fill-up grounds includes shaft with expanded lower part. Novelty of approach consists in that upper part of shaft is guarded by separable enclosure with system for injection of antifriction material. External dimensions of enclosure are smaller than dimensions of expansion. EFFECT: enhanced stability of shaft in process of sinking, increased bearing capability of pile due to reduced negative friction. 3 cl, 4 dwg
Title | Year | Author | Number |
---|---|---|---|
REINFORCED FOUNDATION | 2001 |
|
RU2213183C2 |
METHOD OF PILE DRIVE DEVICE | 2014 |
|
RU2601630C2 |
DRIVE PILE DEVICE IN PUNCHED WELL WITH WIDER BASE | 2014 |
|
RU2582530C2 |
METHOD FOR MAKING CEMENT/SOIL PILES IN CAVED-IN SOILS | 1993 |
|
RU2054502C1 |
METHOD FOR ERECTION OF DRIVEN PILE | 2022 |
|
RU2787049C1 |
PILE IN THE PUNCHED WELL ARRANGEMENT METHOD (EMBODIMENTS) | 2017 |
|
RU2663420C1 |
FACILITY TO FORM HOLES IN GROUND | 2001 |
|
RU2212499C2 |
PILE FOUNDATION AND A METHOD TO ERECT IT | 1991 |
|
RU2026922C1 |
PILE AND METHOD FOR ITS DRIVING INTO GROUND | 1997 |
|
RU2166024C2 |
METHOD OF ARRANGING DRIVEN PILE | 2017 |
|
RU2640467C1 |
Authors
Dates
2003-05-20—Published
2001-10-09—Filed