CA2641408A1 - Method and apparatus for building support piers from one or more successive lifts formed in a soil matrix - Google Patents
Method and apparatus for building support piers from one or more successive lifts formed in a soil matrix Download PDFInfo
- Publication number
- CA2641408A1 CA2641408A1 CA002641408A CA2641408A CA2641408A1 CA 2641408 A1 CA2641408 A1 CA 2641408A1 CA 002641408 A CA002641408 A CA 002641408A CA 2641408 A CA2641408 A CA 2641408A CA 2641408 A1 CA2641408 A1 CA 2641408A1
- Authority
- CA
- Canada
- Prior art keywords
- hollow tube
- head element
- aggregate
- cavity
- pier
- 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
Links
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
A method and apparatus for forming a support aggregate pier having compacted aggregate lifts in a soil matrix, includes an elongate, hollow tube with a bulbous leading end bottom head element that is forced or lowered into the soil matrix. The hollow tube includes a mechanism for releasing aggregate from the lower head element of the tube as the tube is lifted in predetermined increments. The same hollow tube is then lowered or pushed in predetermined increments to vertically compact the released aggregate in thin aggregate lifts, while forcing a portion of the compacted aggregate transaxially into the soil matrix at the sidewalls of the cavity.
The process may be repeated to form a series of compacted aggregate lifts comprising an aggregate pier or the process may include forming only a single lift for the aggregate pier while densifying adjacent matrix soils and imparting lateral stress in these soils.
The process may be repeated to form a series of compacted aggregate lifts comprising an aggregate pier or the process may include forming only a single lift for the aggregate pier while densifying adjacent matrix soils and imparting lateral stress in these soils.
Claims (29)
1. A method for forming an aggregate pier in a matrix soil comprising the steps of:
a) forming an elongate cavity having a bottom and a longitudinal axis in the matrix soil by lowering a hollow tube with a bulbous bottom head element having an open end at the extreme end thereof including a closure mechanism for closing the extreme open end, said bulbous bottom head element configured with a greater cross sectional area portion than the cross sectional area of the adjacent connected hollow tube and configured to provide axial and transaxial vector forces on the soil matrix, said closure mechanism closed during formation of the elongate cavity to prevent aggregate material discharge from the bottom head element during formation of the cavity and to prevent clogging of the bottom head element or hollow tube with matrix soil materials during penetration and formation of the elongate cavity;
b) raising the hollow tube a predetermined first incremental distance in the formed cavity;
c) opening the closure mechanism when the hollow tube is raised;
d) feeding pier forming aggregate material through the special bottom head element extreme open end into the portion of the cavity revealed by raising the hollow tube said first incremental distance; and e) lowering the hollow tube a predetermined second incremental distance to compact the discharged aggregate material in the cavity by axial and transaxial force impact from the bulbous bottom head element onto the discharged aggregate material surface while displacing a portion of the pier forming aggregate material transaxially into the sidewalls of the filled cavity.
a) forming an elongate cavity having a bottom and a longitudinal axis in the matrix soil by lowering a hollow tube with a bulbous bottom head element having an open end at the extreme end thereof including a closure mechanism for closing the extreme open end, said bulbous bottom head element configured with a greater cross sectional area portion than the cross sectional area of the adjacent connected hollow tube and configured to provide axial and transaxial vector forces on the soil matrix, said closure mechanism closed during formation of the elongate cavity to prevent aggregate material discharge from the bottom head element during formation of the cavity and to prevent clogging of the bottom head element or hollow tube with matrix soil materials during penetration and formation of the elongate cavity;
b) raising the hollow tube a predetermined first incremental distance in the formed cavity;
c) opening the closure mechanism when the hollow tube is raised;
d) feeding pier forming aggregate material through the special bottom head element extreme open end into the portion of the cavity revealed by raising the hollow tube said first incremental distance; and e) lowering the hollow tube a predetermined second incremental distance to compact the discharged aggregate material in the cavity by axial and transaxial force impact from the bulbous bottom head element onto the discharged aggregate material surface while displacing a portion of the pier forming aggregate material transaxially into the sidewalls of the filled cavity.
2. The method of claim 1 wherein the hollow tube is initially forced a predetermined distance into the matrix soil to form an elongate cavity.
3. The method of claim 1 wherein the elongate cavity or a portion of its diameter is initially formed by pre-drilling or pre-penetrating the matrix soil to form an elongate cavity with diameter approximately the same as that of the bottom head element or slightly less than that of the bottom head element and to subsequently lower or partially lower and partially force, the hollow tube with bulbous bottom head element into the pre-formed elongate cavity.
4. The method of claim 1 including the repetition of steps b) through e).
5. The method of claim 1 including the step of closing the closure mechanism before compacting.
6. The method of claim 1 including the additional step of separately feeding a material in combination with the aggregate material to facilitate aggregate flow and/or to increase the strength and/or stiffness of the formed aggregate pier.
7. The method of claim 1 wherein the step of compacting the discharged aggregate comprises reducing the axial dimension of the compacted lift to about 1/2 to 1/4 of the uncompacted aggregate incremental distance to form a compacted aggregate lift having a vertical axial dimension of about 1/2 to 1/4 of the incremental distance the apparatus was raised during step (b).
8. A method for forming an aggregate pier in a matrix soil comprising the steps of:
(a) forming an elongate cavity having a bottom and a longitudinal axis in a matrix soil by positioning a hollow tube with a bulbous bottom head element into the matrix soil to a predetermined depth, said bottom head element having a bulbous shape with a maximum cross sectional area greater than the attached hollow tube adjacent thereto, said bottom head element configured to impart axial and transaxial forces on the matrix soil and on discharged materials and having an extreme bottom end discharge opening with a cover plate;
(b) raising the hollow tube an incremental distance from the bottom of the cavity;
(c) opening the bottom discharge opening and feeding pier forming material through the hollow tube into the cavity upon raising of the hollow tube; and (d) vertically compacting the pier forming material with the head element by driving the hollow tube and head element downwardly toward the bottom of the cavity while displacing a portion of the pier forming material transaxially in the cavity.
(a) forming an elongate cavity having a bottom and a longitudinal axis in a matrix soil by positioning a hollow tube with a bulbous bottom head element into the matrix soil to a predetermined depth, said bottom head element having a bulbous shape with a maximum cross sectional area greater than the attached hollow tube adjacent thereto, said bottom head element configured to impart axial and transaxial forces on the matrix soil and on discharged materials and having an extreme bottom end discharge opening with a cover plate;
(b) raising the hollow tube an incremental distance from the bottom of the cavity;
(c) opening the bottom discharge opening and feeding pier forming material through the hollow tube into the cavity upon raising of the hollow tube; and (d) vertically compacting the pier forming material with the head element by driving the hollow tube and head element downwardly toward the bottom of the cavity while displacing a portion of the pier forming material transaxially in the cavity.
9. The method of claim 1 further including the step of forming a second pier or pile segment of a type not formed by method of claim 1 upon an aggregate pier formed by the method of claim 1.
10. The method of claim 2 including the step of providing a static force on the hollow tube to effect driving of the hollow tube and to effect compacting of discharged aggregate.
11. The method of claim 2 including the step of providing a dynamic axial force and a static force on the hollow tube to effect driving of the hollow tube and to effect compacting of discharged aggregate.
12. The method of claim 1 including the additional step of preloading the formed aggregate pier to increase its capacity and strength.
13. The method of claim 1 including the step of placing one or more generally aligned rods with the hollow tube, said rod or rods extending upwardly from a plate.
14. The method of claim 1 wherein the first incremental distance is varied for at least one of the repetitions.
15. The method of claim 1 wherein the first incremental distance is substantially equal to the height of the pier to be formed.
16. Apparatus for construction of a soil reinforcement aggregate pier in a soil matrix comprising, in combination:
an elongate hollow tube having a longitudinal axis with a material entrance opening and a bulbous bottom head element having an open bottom discharge end, the external cross section of the bulbous bottom head element being greater than the external cross section of the hollow tube adjacent thereto to thereby form a bulbous section of the hollow tube having an external cross sectional shape and size greater than the external cross sectional shape and size of the hollow tube adjacent the bulbous end;
said bulbous end having a surface configured to impart axial and transaxial forces upon downward movement on matrix soil and aggregate material; and said bulbous end including a material discharge opening at the extreme end thereof with a removable cover plate or a valve that is able to open and close.
an elongate hollow tube having a longitudinal axis with a material entrance opening and a bulbous bottom head element having an open bottom discharge end, the external cross section of the bulbous bottom head element being greater than the external cross section of the hollow tube adjacent thereto to thereby form a bulbous section of the hollow tube having an external cross sectional shape and size greater than the external cross sectional shape and size of the hollow tube adjacent the bulbous end;
said bulbous end having a surface configured to impart axial and transaxial forces upon downward movement on matrix soil and aggregate material; and said bulbous end including a material discharge opening at the extreme end thereof with a removable cover plate or a valve that is able to open and close.
17. The apparatus of claim 16 wherein the hollow tube is further comprised of multiple sections each having a distinct cross sectional area.
18. The apparatus of claim 16 further including at least two rods mounted externally of the hollow tube and head element, said rods attached to a plate external the hollow tube and head element.
19. The apparatus of claim 18 wherein the rods comprise uplift anchor rods as part of an uplift anchor system.
20. The apparatus of claim 18 wherein the rods comprise tell-tale members.
21. The apparatus of claim 16 further including an alignment mechanism for stabilizing the hollow tube and preventing it from laterally translating.
22. The apparatus of claim 16 further including a pressure detection sensor device mounted within the bulbous bottom head element to sense pressure.
23. The apparatus of claim 16 in combination with a separate soil matrix pre-penetration device to form a cavity prior to inserting the elongate hollow tube with bulbous bottom head element into the ground.
24. The apparatus of claim 16 further including a first plate mounted to the hollow tube and a second plate attached to a vibratory hammer, said first and second plates capable of being connected together by connecting rods and a lock mechanism.
25. The apparatus of claim 16 wherein said hollow tube is comprised of at least two telescoping longitudinal sections and one of said sections is attached to said bottom head element.
26. The apparatus of claim 25 including a releasable fastening mechanism for attaching the sections together in a non-telescoping configuration.
27. The apparatus of claim 25 wherein said sections are concentric.
28. The apparatus of claim 25 wherein the sections comprised a first larger diameter section attached to the head element and a second section slidably positioned within the first section.
29. The apparatus of claim 25 including a radial pin removably connecting the sections.
Applications Claiming Priority (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US51375503P | 2003-10-23 | 2003-10-23 | |
| US10/728,405 US7226246B2 (en) | 2000-06-15 | 2004-02-12 | Apparatus and method for building support piers from one or successive lifts formed in a soil matrix |
| US11/747,271 US7901159B2 (en) | 2003-10-23 | 2007-05-11 | Apparatus and method for building support piers from one or more successive lifts |
| US11/876,556 | 2007-10-22 | ||
| US11/876,556 US8152415B2 (en) | 2000-06-15 | 2007-10-22 | Method and apparatus for building support piers from one or more successive lifts formed in a soil matrix |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CA2641408A1 true CA2641408A1 (en) | 2009-04-22 |
| CA2641408C CA2641408C (en) | 2011-11-01 |
Family
ID=37610194
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA2641408A Active CA2641408C (en) | 2003-10-23 | 2008-10-21 | Method and apparatus for building support piers from one or more successive lifts formed in a soil matrix |
Country Status (3)
| Country | Link |
|---|---|
| CN (1) | CN100552148C (en) |
| CA (1) | CA2641408C (en) |
| HK (1) | HK1098519A1 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8128319B2 (en) | 2008-07-29 | 2012-03-06 | Geopier Foundation Company, Inc. | Shielded tamper and method of use for making aggregate columns |
| US8155919B2 (en) | 2009-01-09 | 2012-04-10 | Geopler Foundation Company, Inc. | Construction modulus testing apparatus and method |
| US8562258B2 (en) | 2008-07-29 | 2013-10-22 | Geopier Foundation Company, Inc. | Shielded tamper and method of use for making aggregate columns |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101899827B (en) * | 2009-06-01 | 2014-04-16 | 严平 | Broken soil vibration and compaction treatment method by utilizing impact hammer in immersed tube in riprap filled foundation |
| CN105839622B (en) * | 2016-05-09 | 2017-09-12 | 苏州大学 | Soft soil foundation reinforcing method based on flying dust, flying dust stake and foundation stabilization pipe casing |
-
2004
- 2004-10-12 CN CNB2004800386745A patent/CN100552148C/en not_active Expired - Fee Related
-
2007
- 2007-05-02 HK HK07104671.1A patent/HK1098519A1/en not_active IP Right Cessation
-
2008
- 2008-10-21 CA CA2641408A patent/CA2641408C/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8128319B2 (en) | 2008-07-29 | 2012-03-06 | Geopier Foundation Company, Inc. | Shielded tamper and method of use for making aggregate columns |
| US8562258B2 (en) | 2008-07-29 | 2013-10-22 | Geopier Foundation Company, Inc. | Shielded tamper and method of use for making aggregate columns |
| US8155919B2 (en) | 2009-01-09 | 2012-04-10 | Geopler Foundation Company, Inc. | Construction modulus testing apparatus and method |
| US8380461B2 (en) | 2009-01-09 | 2013-02-19 | Geopier Foundation Company, Inc. | Construction modulus testing apparatus and method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100552148C (en) | 2009-10-21 |
| HK1098519A1 (en) | 2007-07-20 |
| CA2641408C (en) | 2011-11-01 |
| CN1898445A (en) | 2007-01-17 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| EEER | Examination request |