MX360037B - Process for the application and stabilization of grounds in uneven topographic zones. - Google Patents

Process for the application and stabilization of grounds in uneven topographic zones.

Info

Publication number
MX360037B
MX360037B MX2013006338A MX2013006338A MX360037B MX 360037 B MX360037 B MX 360037B MX 2013006338 A MX2013006338 A MX 2013006338A MX 2013006338 A MX2013006338 A MX 2013006338A MX 360037 B MX360037 B MX 360037B
Authority
MX
Mexico
Prior art keywords
ground
wall
embankment
trench
extended
Prior art date
Application number
MX2013006338A
Other languages
Spanish (es)
Other versions
MX2013006338A (en
Inventor
Blanco Amador Antonio
Original Assignee
Tecnosuelo S A De C V
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 Tecnosuelo S A De C V filed Critical Tecnosuelo S A De C V
Priority to MX2013006338A priority Critical patent/MX360037B/en
Priority to PE2015002560A priority patent/PE20160148A1/en
Priority to PCT/IB2014/000654 priority patent/WO2014195773A1/en
Publication of MX2013006338A publication Critical patent/MX2013006338A/en
Priority to CR20160011A priority patent/CR20160011A/en
Publication of MX360037B publication Critical patent/MX360037B/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines

Abstract

The present invention is related to a process for extending and stabilizing flat grounds in uneven topographic areas, which comprises: a) constructing a micro-retaining wall in a predetermined point of a slope of the ground to be extended; b) retaining a filler material with the micro-retaining wall for generating a slope-shaped usable space and having a suitable level of the ground to be extended; c) digging a trench in the generated usable space by perforating in a vertical form the ground to be extended until the trench reaches the required depth; d) constructing an embankment, either by inserting a prefabricated wall into the trench or casting in situ a wall in the inner portion of the trench, so as to form an embankment; e) removing the filler material that form the slope-shaped usable space and exposing the external surface of the embankment, until reaching a depth that allows the wall to retain by itself the thrust of the ground and form a working zone; f) transversally insert ing, in the ground and through the wall, a plurality of anchors, as many as required according to the specifications of the design of the wall, and g) executing the finishing works of the extended ground and the embankment.
MX2013006338A 2013-06-05 2013-06-05 Process for the application and stabilization of grounds in uneven topographic zones. MX360037B (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
MX2013006338A MX360037B (en) 2013-06-05 2013-06-05 Process for the application and stabilization of grounds in uneven topographic zones.
PE2015002560A PE20160148A1 (en) 2013-06-05 2014-05-02 PROCEDURE FOR EXTENSION AND STABILIZATION OF LAND IN AREAS OF ACCIDENTED TOPOGRAPHY
PCT/IB2014/000654 WO2014195773A1 (en) 2013-06-05 2014-05-02 Method for the extension and stabilization of flat land in areas of rugged topography
CR20160011A CR20160011A (en) 2013-06-05 2016-01-07 PROCEDURE FOR EXTENSION AND STABILIZATION OF FLAT LANDS IN ACCIDENTED TOPOGRAPHY ZONES

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
MX2013006338A MX360037B (en) 2013-06-05 2013-06-05 Process for the application and stabilization of grounds in uneven topographic zones.

Publications (2)

Publication Number Publication Date
MX2013006338A MX2013006338A (en) 2014-12-17
MX360037B true MX360037B (en) 2018-10-18

Family

ID=52007629

Family Applications (1)

Application Number Title Priority Date Filing Date
MX2013006338A MX360037B (en) 2013-06-05 2013-06-05 Process for the application and stabilization of grounds in uneven topographic zones.

Country Status (4)

Country Link
CR (1) CR20160011A (en)
MX (1) MX360037B (en)
PE (1) PE20160148A1 (en)
WO (1) WO2014195773A1 (en)

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT1207642B (en) * 1987-03-20 1989-05-25 Trevi Spa PROCEDURE TO REALIZE THE ENLARGEMENT OF A ROAD SITE, IN PARTICULAR OF A MOTORWAY AND STRUCTURAL ELEMENTS FOR THE EXECUTION OF SUCH PROCEDURE
MX9201239A (en) * 1992-03-20 1993-09-01 Tecnosuelo S A De C V PROCEDURE TO STABILIZE SLOPES AND LANDSCAPES.
US5551810A (en) * 1994-06-08 1996-09-03 Schnabel Foundation Company Retaining wall with an outer face and method of forming the same
US8376661B2 (en) * 2010-05-21 2013-02-19 R&B Leasing, Llc System and method for increasing roadway width incorporating a reverse oriented retaining wall and soil nail supports

Also Published As

Publication number Publication date
CR20160011A (en) 2016-02-05
MX2013006338A (en) 2014-12-17
WO2014195773A1 (en) 2014-12-11
PE20160148A1 (en) 2016-03-30

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