DE69902088T2 - CONSOLIDATION PROCEDURE FOR GROUND LAYER WITH LOW PORENTITY - Google Patents

CONSOLIDATION PROCEDURE FOR GROUND LAYER WITH LOW PORENTITY

Info

Publication number
DE69902088T2
DE69902088T2 DE69902088T DE69902088T DE69902088T2 DE 69902088 T2 DE69902088 T2 DE 69902088T2 DE 69902088 T DE69902088 T DE 69902088T DE 69902088 T DE69902088 T DE 69902088T DE 69902088 T2 DE69902088 T2 DE 69902088T2
Authority
DE
Germany
Prior art keywords
porentity
low
ground layer
consolidation procedure
consolidation
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.)
Expired - Fee Related
Application number
DE69902088T
Other languages
German (de)
Other versions
DE69902088D1 (en
Inventor
Der Schrieck Louis Van
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.)
Hollandsche Beton Groep NV
Original Assignee
Hollandsche Beton Groep NV
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
Priority claimed from NL1008617A external-priority patent/NL1008617C2/en
Application filed by Hollandsche Beton Groep NV filed Critical Hollandsche Beton Groep NV
Application granted granted Critical
Publication of DE69902088D1 publication Critical patent/DE69902088D1/en
Publication of DE69902088T2 publication Critical patent/DE69902088T2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02—Improving by compacting
    • E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
    • E02D3/106—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains by forming sand drains containing only loose aggregates
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02—Improving by compacting
    • E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
DE69902088T 1998-03-17 1999-03-16 CONSOLIDATION PROCEDURE FOR GROUND LAYER WITH LOW PORENTITY Expired - Fee Related DE69902088T2 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
NL1008617A NL1008617C2 (en) 1998-03-17 1998-03-17 Consolidating method for water-containing layer of soil with limited liquid permeability e.g. clay
NL1009792A NL1009792C1 (en) 1998-03-17 1998-08-03 Method for consolidating a water-retaining water-retaining layer, for example a clay or peat-containing layer.
PCT/NL1999/000141 WO1999047756A1 (en) 1998-03-17 1999-03-16 Consolidation method for soil layers with low permeability

Publications (2)

Publication Number Publication Date
DE69902088D1 DE69902088D1 (en) 2002-08-14
DE69902088T2 true DE69902088T2 (en) 2003-03-20

Family

ID=26642775

Family Applications (1)

Application Number Title Priority Date Filing Date
DE69902088T Expired - Fee Related DE69902088T2 (en) 1998-03-17 1999-03-16 CONSOLIDATION PROCEDURE FOR GROUND LAYER WITH LOW PORENTITY

Country Status (5)

Country Link
EP (1) EP1064432B1 (en)
AU (1) AU2963099A (en)
DE (1) DE69902088T2 (en)
NL (1) NL1009792C1 (en)
WO (1) WO1999047756A1 (en)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2395103B (en) * 2000-09-08 2004-12-08 Permavoid Ltd Column forming apparatus
FR2853055A1 (en) * 2003-03-31 2004-10-01 Denis Alonso S A Drill casing method for use in explosive industry, involves regulating watertight device for tightening, such that water contained in drill is penetrated to interior of casing, and evacuating water in interior of casing
CN102162253B (en) * 2011-05-07 2012-09-19 山东新城建工股份有限公司 Precipitation construction method employing pipe embedded in deep foundation pits
FR3009005B1 (en) * 2013-07-26 2015-07-24 Soletanche Freyssinet SYSTEM AND METHOD FOR SEALING SOIL SOIL.
JP6304813B2 (en) * 2014-04-28 2018-04-04 五洋建設株式会社 Saturated ground compaction method
CN108751639B (en) * 2018-07-26 2021-06-11 广州市盛洲地基基础工程有限公司 Sludge dewatering and solidifying treatment method and device
CN109162272B (en) * 2018-11-02 2024-04-26 交通运输部天津水运工程科学研究所 Pressure-variable vacuumizing reinforcement device for weak soil
CN114991191B (en) * 2022-05-30 2023-06-09 中建生态环境集团有限公司 Duplex vacuum negative pressure dewatering and pumping integrated well pipe

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2627202B1 (en) * 1988-02-15 1992-04-17 Menard Soltraitement METHOD AND APPARATUS FOR CONSOLIDATION OF LANDS
US4927292A (en) * 1989-03-17 1990-05-22 Justice Donald R Horizontal dewatering system
FR2663373B1 (en) * 1990-06-18 1993-05-28 Cognon Jean Marie METHOD AND DEVICE FOR ESTABLISHING A LOW IN A PERMEABLE ZONE ISOLATED FROM THE ATMOSPHERE BY A SEALED MEMBRANE.
BE1006637A3 (en) * 1993-01-25 1994-11-03 Verstraeten Funderingstech Bv Method for accelerated konsolideren of land.
NL1003584C2 (en) * 1996-07-12 1997-06-06 Kessel B V Geb Van Method for consolidating water-bearing soil.

Also Published As

Publication number Publication date
DE69902088D1 (en) 2002-08-14
AU2963099A (en) 1999-10-11
EP1064432A1 (en) 2001-01-03
WO1999047756A1 (en) 1999-09-23
EP1064432B1 (en) 2002-07-10
NL1009792C1 (en) 1999-09-20

Similar Documents

Publication Publication Date Title
DE60031531D1 (en) HIGH-FILLED LAYER FOR ANTI-PURPOSE OBJECT
DE69716078D1 (en) INSULATION LAYER WITH INTEGRATED MOUNT
DE69927666D1 (en) TIRES WITH ORPHANT BRIDGES
DE69634931D1 (en) POLYIMIDE LAYER FOR IMPROVING CRANESCREEN
DK1080275T3 (en) Synthetic turf
DE69906954T2 (en) PROGRAM MANAGEMENT SYSTEM WITH TARGETED ADVERTISING
DE69927824D1 (en) DESODORATING ABSORBENT LAYER
DE69934940D1 (en) Surveying instrument with lot
DE69914522D1 (en) Patch with an adhesive matrix
DE69900738D1 (en) FUEL servicer
DE69902088T2 (en) CONSOLIDATION PROCEDURE FOR GROUND LAYER WITH LOW PORENTITY
TR199900345A3 (en) Tire with improved clamshell structure
DE59910115D1 (en) COMBINED WEAR PROTECTION LAYER
DE19983547T1 (en) Antifreeze
FI980771A0 (en) Blad
DE50107790D1 (en) Split bearing arrangement with an intermediate layer
DE59913748D1 (en) Absorbent composite layer
DE29603229U1 (en) Wipers with collecting layer
DE29816777U1 (en) Patch panel
DE29806260U1 (en) Ground anchor with attached spirals
DE29811403U1 (en) Turning unit with attenuator
FI3421U1 (en) layer structure
ATA40299A (en) LAYER
DE29813906U1 (en) Roof construction with greenery
FI3659U1 (en) bitumen Court

Legal Events

Date Code Title Description
8364 No opposition during term of opposition
8339 Ceased/non-payment of the annual fee