JPS55111520A - Improving specially weak ground - Google Patents

Improving specially weak ground

Info

Publication number
JPS55111520A
JPS55111520A JP1782579A JP1782579A JPS55111520A JP S55111520 A JPS55111520 A JP S55111520A JP 1782579 A JP1782579 A JP 1782579A JP 1782579 A JP1782579 A JP 1782579A JP S55111520 A JPS55111520 A JP S55111520A
Authority
JP
Japan
Prior art keywords
ground
piles
earth
weak ground
shall
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP1782579A
Other languages
Japanese (ja)
Other versions
JPS6225807B2 (en
Inventor
Hiroshi Ishida
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP1782579A priority Critical patent/JPS55111520A/en
Publication of JPS55111520A publication Critical patent/JPS55111520A/en
Publication of JPS6225807B2 publication Critical patent/JPS6225807B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

PURPOSE: To improve weak ground to ground of high strength by applying compound piling method of driving quicklime piles after driving in such material as earth and sand in the form of pile into ground.
CONSTITUTION: Firstly, to supplement the short of inorganic earth grain which is peculiar to specially weak ground 1, substance such as earth and sand equivalent to that unsatisfactory earth grain, for example, clayey soil, dried soil, lime etc. or one of the inorganic industrial scraps, or compound of not less than two of above substances shall be driven in the extra-weak ground 1 at optional interval and depth with usual equipment forming piles 2, and then, namely after compressed sinking due to water suction of piles 2 is finished, as the second step, quicklime piles 3 shall be driven in at about intermediate positions of above stated piles of earth and sand, etc. in similar depth, and shall be quickly compressed. Thus, improving ground eliminating peculiar property as weak ground is completed.
COPYRIGHT: (C)1980,JPO&Japio
JP1782579A 1979-02-20 1979-02-20 Improving specially weak ground Granted JPS55111520A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1782579A JPS55111520A (en) 1979-02-20 1979-02-20 Improving specially weak ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1782579A JPS55111520A (en) 1979-02-20 1979-02-20 Improving specially weak ground

Publications (2)

Publication Number Publication Date
JPS55111520A true JPS55111520A (en) 1980-08-28
JPS6225807B2 JPS6225807B2 (en) 1987-06-04

Family

ID=11954491

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1782579A Granted JPS55111520A (en) 1979-02-20 1979-02-20 Improving specially weak ground

Country Status (1)

Country Link
JP (1) JPS55111520A (en)

Also Published As

Publication number Publication date
JPS6225807B2 (en) 1987-06-04

Similar Documents

Publication Publication Date Title
SE8205390D0 (en) METHOD AND APPARATUS OF FORMING SAND PILES FOR IMPROVING A SOFT GROUND
JPS55111520A (en) Improving specially weak ground
JPS5631928A (en) Constructing method for soil pile
SU402342A1 (en) METHOD OF CULTURAL SOIL CULTIVATION
JPS5555726A (en) Normal plane protection work
JPS554440A (en) Method of filling hollow space located beneath foundation
JPS5592425A (en) Method and device for pile being driven into predigged hole
JPS57108321A (en) Construction of foundation for building and structure
JPS5673715A (en) Stabilization of soft ground by construction of underground wall
JPS56135621A (en) Sand pile construction work in underwater ground
SU1666620A1 (en) Method for constructing earth upstream apron of water retaining structures
JPS55116920A (en) Compound grouting method
JPS5724728A (en) Sheathing method and waling structure for use in said method
JPS55108515A (en) Stabilization treatment on surface layer of extremely soft ground
SU497377A1 (en) The method of strengthening plastered loess loams
JPS5754632A (en) Preventing method for landslide and resisting block for preventing the same
SU990953A1 (en) Absorber of drying system
JPS56125523A (en) Composite grouting work
JPS5796124A (en) Solidification work of ground
SU1694774A1 (en) Method for forming hole for subsoil irrigation
JPS56119013A (en) Hollow fill-type dam
GB1197159A (en) Apparatus for Injecting Sand under Constructions Submerged in Water
JPS57174527A (en) Construction of underground pile
SU1476064A1 (en) Method of enhancing load-bearing capacity of saturated loess soil under a foundation of structure
JPS5545910A (en) Pile pulling method