BE504023A - - Google Patents
Info
- Publication number
- BE504023A BE504023A BE504023DA BE504023A BE 504023 A BE504023 A BE 504023A BE 504023D A BE504023D A BE 504023DA BE 504023 A BE504023 A BE 504023A
- Authority
- BE
- Belgium
- Prior art keywords
- concrete
- pressure
- foundations
- earth
- resistance
- Prior art date
Links
- 238000007906 compression Methods 0.000 claims description 31
- 239000002689 soil Substances 0.000 claims description 31
- 230000006835 compression Effects 0.000 claims description 29
- 238000000034 method Methods 0.000 claims description 18
- 229920001971 elastomer Polymers 0.000 claims description 16
- 239000007788 liquid Substances 0.000 claims description 16
- 230000000694 effects Effects 0.000 claims description 13
- 238000005520 cutting process Methods 0.000 claims description 9
- 239000003795 chemical substances by application Substances 0.000 claims description 8
- 238000010586 diagram Methods 0.000 claims description 8
- 230000002787 reinforcement Effects 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 6
- 239000000440 bentonite Substances 0.000 claims description 4
- 229910000278 bentonite Inorganic materials 0.000 claims description 4
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 claims description 4
- 230000002093 peripheral effect Effects 0.000 claims description 3
- 230000003068 static effect Effects 0.000 claims description 3
- 239000002671 adjuvant Substances 0.000 claims description 2
- TZCXTZWJZNENPQ-UHFFFAOYSA-L barium sulfate Chemical compound [Ba+2].[O-]S([O-])(=O)=O TZCXTZWJZNENPQ-UHFFFAOYSA-L 0.000 claims description 2
- 239000010428 baryte Substances 0.000 claims description 2
- 229910052601 baryte Inorganic materials 0.000 claims description 2
- 239000004568 cement Substances 0.000 claims description 2
- 239000011796 hollow space material Substances 0.000 claims description 2
- 239000000203 mixture Substances 0.000 claims description 2
- 238000005192 partition Methods 0.000 claims description 2
- 230000002045 lasting effect Effects 0.000 claims 2
- 230000008961 swelling Effects 0.000 claims 1
- 239000011248 coating agent Substances 0.000 description 10
- 238000000576 coating method Methods 0.000 description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 8
- 239000011148 porous material Substances 0.000 description 7
- 230000007423 decrease Effects 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000009826 distribution Methods 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000004927 clay Substances 0.000 description 1
- 230000001143 conditioned effect Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 230000002706 hydrostatic effect Effects 0.000 description 1
- 210000000056 organ Anatomy 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 230000001846 repelling effect Effects 0.000 description 1
- 229920006395 saturated elastomer Polymers 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
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
- E02D3/08—Improving by compacting by inserting stones or lost bodies, e.g. compaction piles
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Publications (1)
Publication Number | Publication Date |
---|---|
BE504023A true BE504023A (instruction) |
Family
ID=145009
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
BE504023D BE504023A (instruction) |
Country Status (1)
Country | Link |
---|---|
BE (1) | BE504023A (instruction) |
-
0
- BE BE504023D patent/BE504023A/fr unknown
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US4096673A (en) | Method of anchoring | |
CN102051876A (zh) | 一种新型树根形结构桩及其施工工艺 | |
FR2557174A1 (fr) | Fondation profonde de compactage, procede et dispositif de mise en oeuvre de ce procede | |
BE504023A (instruction) | ||
JP4812798B2 (ja) | 地盤安定化工法および地盤安定化用補強体 | |
US20120042605A1 (en) | Removable Support Cage For Top Of Drilled Pier | |
US12359387B2 (en) | Soft soil foundation single-hole depth air compression drainage device and working method thereof | |
US12264448B2 (en) | Soft soil foundation porous-depth air compression drainage device and working method thereof | |
Hartge et al. | The effect of geometric patterns of soil structure on compressibility | |
FR2849878A1 (fr) | Micropieu injectable visse autoforant | |
CN114108594A (zh) | 扩径预制桩及用于扩径预制桩的施工方法 | |
EP0019676B1 (fr) | Procédé et dispositif pour la consolidation accélérée des sols fins par chargement d'une membrane | |
RU2298066C2 (ru) | Способ возведения сваи и устройство для его реализации | |
WO2025083019A1 (fr) | Procédé de stabilisation des fondations ayant subi un tassement du sol | |
FR2648841A1 (fr) | Procede de reprise en sous-oeuvre | |
BE346159A (instruction) | ||
KR20080112755A (ko) | Ppp 파일 내부 모르타르의 피스톤 압입 방법 | |
FR2600686A1 (fr) | Perfectionnements aux pieux a vis en beton arme, par adjoncti on de dentures d'ancrage | |
BE449397A (instruction) | ||
BE568658A (instruction) | ||
Gosavi et al. | Evaluation of apparent co-efficient of friction between soil and nails | |
CN120556452A (zh) | 一种软土地基加固用协调沉降排水管及真空降水预压方法 | |
CN119877511A (zh) | 多点高频振密设备及其施工方法 | |
BE485040A (instruction) | ||
PL182270B1 (pl) | Sposób wykonywania mikropala w gruncie |