PE20160148A1 - PROCEDURE FOR EXTENSION AND STABILIZATION OF LAND IN AREAS OF ACCIDENTED TOPOGRAPHY - Google Patents

PROCEDURE FOR EXTENSION AND STABILIZATION OF LAND IN AREAS OF ACCIDENTED TOPOGRAPHY

Info

Publication number
PE20160148A1
PE20160148A1 PE2015002560A PE2015002560A PE20160148A1 PE 20160148 A1 PE20160148 A1 PE 20160148A1 PE 2015002560 A PE2015002560 A PE 2015002560A PE 2015002560 A PE2015002560 A PE 2015002560A PE 20160148 A1 PE20160148 A1 PE 20160148A1
Authority
PE
Peru
Prior art keywords
wall
trench
land
slope
expanded
Prior art date
Application number
PE2015002560A
Other languages
Spanish (es)
Inventor
Antonio Blanco-Amador
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
Publication of PE20160148A1 publication Critical patent/PE20160148A1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/20—Securing of slopes or inclines

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Revetment (AREA)
  • Retaining Walls (AREA)

Abstract

La presente invencion esta relacionada con un procedimiento para ampliacion y estabilizacion de terrenos pianos en zonas de topografia accidentada, el cual comprende: a) construir una micro-tablaestaca en un punta predeterminado de un talud de un terreno que se va a ampliar; b) retener un material de relleno con la micro-tablaestaca para generar un espacio aprovechable en forma de talud y que alcance el nivel del terreno que se va a ampliar; c) excavar una zanja en el espacio aprovechable generado, perforando verticalmente a partir del nivel del terreno que se va a ampliar, hasta que la zanja alcance la profundidad requerida; d) levantar un muro de contencion, ya sea insertando un muro prefabricado en la zanja, o bien, colando "in situ" un muro al interior de la zanja, para formar una estructura de contencion; e) retirar el material de relleno que forma el espacio aprovechable en forma de talud exponiendo la cara externa del muro de contencion, hasta alcanzar una profundidad tal que el muro por si mismo pueda contener el empuje del suelo y se forme una zona de trabajo; f) insertar transversalmente en el terreno a traves del muro, una pluralidad de anclajes, las veces que sea necesario en funcion de los requerimientos de diseno del muro; y, g) ejecutar las obras de acabado del terreno ampliado y del muro de contencionThe present invention is related to a procedure for the enlargement and stabilization of flat lands in areas of rugged topography, which comprises: a) constructing a micro-table stake at a predetermined point of a slope of a piece of land to be enlarged; b) retain a filling material with the micro-plank to generate a usable space in the form of a slope and that reaches the level of the terrain to be expanded; c) dig a trench in the usable space generated, drilling vertically from the ground level to be expanded, until the trench reaches the required depth; d) erect a retaining wall, either by inserting a prefabricated wall into the trench, or by casting a wall "in situ" into the trench, to form a containment structure; e) remove the filling material that forms the usable space in the form of a slope, exposing the external face of the retaining wall, until reaching a depth such that the wall itself can contain the ground pressure and a work area is formed; f) insert transversely into the ground through the wall, a plurality of anchors, as many times as necessary depending on the design requirements of the wall; and, g) carry out the finishing works of the expanded land and the retaining wall

PE2015002560A 2013-06-05 2014-05-02 PROCEDURE FOR EXTENSION AND STABILIZATION OF LAND IN AREAS OF ACCIDENTED TOPOGRAPHY PE20160148A1 (en)

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 (1)

Publication Number Publication Date
PE20160148A1 true PE20160148A1 (en) 2016-03-30

Family

ID=52007629

Family Applications (1)

Application Number Title Priority Date Filing Date
PE2015002560A PE20160148A1 (en) 2013-06-05 2014-05-02 PROCEDURE FOR EXTENSION AND STABILIZATION OF LAND IN AREAS OF ACCIDENTED TOPOGRAPHY

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
MX2013006338A (en) 2014-12-17
MX360037B (en) 2018-10-18
WO2014195773A1 (en) 2014-12-11
CR20160011A (en) 2016-02-05

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