Earth retaining system such as a sheet pile wall with integral soil anchors

• US 10,287,741 B2
• Filed: 05/22/2017
• Issued: 05/14/2019
• Est. Priority Date: 07/28/2000
• Status: Expired due to Fees

• Current Assignee: PND Engineers, Inc.
• Original Assignee: PND Engineers, Inc.
• Inventors: Nottingham, William Dennis
• Primary Examiner(s): Singh, Sunil
• Application Number:
  US15/601,454
• Publication Number:
  US 20180100281A1
• Time in Patent Office: 722 Days
• Field of Search: 405278, 405279, 405281
• CPC Class Codes: E02D 17/207 with means incorporating sheet piles or piles
• CPC Class Codes: E02D 29/02 Retaining or protecting walls piers or quay walls E02B3/06
• CPC Class Codes: E02D 5/02 Sheet piles or sheet pile bulkheads foundations made with sheet pile bulkheads E02D27/30; cofferdams E02D19/04
• CPC Class Codes: E02D 5/03 Prefabricated parts , e.g. composite sheet piles
• CPC Class Codes: E02D 5/04 made of steel
• CPC Class Codes: E02D 5/06 Fitted piles or other elements specially adapted for closing gaps between two sheet piles or between two walls of sheet piles
• CPC Class Codes: E02D 5/08 Locking forms; Edge joints; Pile crossings; Branch pieces
• CPC Class Codes: E02D 5/16 Auxiliary devices rigidly or detachably arranged on sheet piles for facilitating assembly as parts of driving or pulling apparatus E02D7/00, E02D13/00
• CPC Class Codes: E02D 5/54 Piles with prefabricated supports or anchoring parts; Anchoring piles E02D5/44 takes precedence; ground anchors E02D5/80; anchored foundations E02D27/50
• CPC Class Codes: E02D 7/02 Placing by driving E02D7/18 - E02D7/24 take precedence

Abstract

A soil retaining system combining flat sheet pile walls in an open cell configuration includes integral soil anchors providing an improved earth retaining system. Another aspect of the invention is a method of designing and installing a soil retaining system with an open sheet pile cell structure having integral soil anchors. The method includes, inter alia, calculating soil forces by taking into account material strength of sheet pile, soil friction against the sheet pile in combination with the strength of the integral soil anchor, selecting sheet pile size and length based on soil forces calculation; and installation of sheet pile to form a soil retaining system. The integral soil anchors serve to provide higher load resistance to the improved earth retaining system.

Claims

1. A sheet pile for use in a retaining wall system comprising:

a sheet of rigid material for use as a soil retaining device, the sheet including a first side face and a second side face, a top edge, a bottom edge, and first and second side edges;

connection means along the first and the second side edges, the connection means coupling a first sheet to a second adjacent sheet; and

a protrusion extending from at least one of the first or second side faces of the sheet and integral therewith, wherein the protrusion extends from at least one of the first and second side faces a selected distance away from the face, wherein the protrusion is integral to the connection means and provides resistance to soil forces.

2. The sheet pile of claim 1 wherein the sheet and the protrusion are formed of a composite material.

3. The sheet pile of claim 1 wherein the protrusion extends a full height of the sheet.

4. The sheet pile of claim 1 wherein the protrusion is formed immediately adjacent to the connection means and wherein the protrusion is approximately a squared end providing increased resistance to soil forces.

5. The sheet pile of claim 1, further comprising a second protrusion extending from at least one of the first or second side faces of the sheet and integral herewith, wherein the second protrusion is positioned between the first and second side edges.

6. A method of designing and installing a soil retaining system with an open sheet pile cell structure having sheet piles and integral soil anchors comprising;

calculating soil strength parameters and soil stability by taking into account a material strength of the sheet piles in combination with a resistance to loading provided by the integral soil anchors;

selecting sheet pile size and length based on the soil strength parameters and soil stability calculations; and

installing the sheet piles to form the soil retaining system.

7. The method of claim 6 wherein the integral soil anchor increases a soil resistance of the corresponding sheet piles by a factor up to cosine 45°

.

8. The method of claim 6 wherein the integral soil anchor extends continuously along an edge of at least one of the sheet piles.

9. The method of claim 6 wherein the sheet piles comprise connection means and wherein the integral soil anchors are coupled to at least one of the connection means.