FIELD: construction. SUBSTANCE: method for control of load-carrying capacity of driven piles includes determination of coefficient depending on pipe material, pile point ground supporting area, mass of diesel-hammer, mass of driven pile and pipe cap, coefficient of impact recovery, hammer impact energy, operation coefficient depending on adopted technology of pile driving, depth of pile sinking from ground surface near pile, perimeter of cross-section of pile stem, friction force of pile surface with ground, number of hammer impacts on pile, side pressure of ground acting at the level of pile point, and coefficient considering value of decrease of pile friction with ground during its driving. Pile load-carrying capacity is calculated by empirical formula. EFFECT: higher efficiency.
Title | Year | Author | Number |
---|---|---|---|
METHOD FOR TESTING DRIVEN PILES BY DYNAMIC LOAD | 2001 |
|
RU2176008C1 |
CLOSED-TYPE IMPELLER CENTRIFUGAL PUMP | 1994 |
|
RU2157922C2 |
METHOD OF ERECTING A PILE | 0 |
|
SU1028778A1 |
METHOD FOR DRIVING PILE INTO SOIL | 2013 |
|
RU2555848C1 |
JIG FOR DRIVING PILES | 0 |
|
SU747937A1 |
PILE HEAD | 0 |
|
SU765460A1 |
METHOD FOR DETERMINING LOAD-BEARING CAPACITY OF GROUND AT DRIVING PILES | 1994 |
|
RU2102562C1 |
METHOD FOR PILE INSTALLATION | 1991 |
|
RU2027827C1 |
METHOD OF ERECTING PILE | 0 |
|
SU1622527A1 |
METHOD AND DEVICE FOR WELL DRILLING IN GROUND | 2002 |
|
RU2233961C2 |
Authors
Dates
1995-12-10—Published
1990-12-17—Filed