The present invention provides a yieldable construction method for early releasing surrounding rock deformation on a weak toppling slope, thereby reducing surrounding rock toppling deformation risk in and after an excavation process and ensuring overall slope stability and safety of a supporting structure. A technical solution of the present invention is as follows: loosing a rock mass through controlled blasting; inducing toppling deformation of the slope by injecting water and softening a blasting relaxation part of the rock mass; determining timing of water injection by monitoring slope surface displacement characteristics of the slope; and performing a normal excavation process of the toppling deformation slope after injecting is completed. The present invention is applicable to design and construction of high slope engineering of a special kind of rocks, i.e., a toppling deformation slope composed of weak rock masses.

The present invention provides a yieldable construction method for early releasing surrounding rock deformation on a weak toppling slope, thereby reducing surrounding rock toppling deformation risk in and after an excavation process and ensuring overall slope stability and safety of a supporting structure. A technical solution of the present invention is as follows: loosing a rock mass through controlled blasting; inducing toppling deformation of the slope by injecting water and softening a blasting relaxation part of the rock mass; determining timing of water injection by monitoring slope surface displacement characteristics of the slope; and performing a normal excavation process of the toppling deformation slope after injecting is completed. The present invention is applicable to design and construction of high slope engineering of a special kind of rocks, i.e., a toppling deformation slope composed of weak rock masses.

The invention relates to a drilling device for establishing a drill hole in the ground, having a main body (11), having a drilling tool which is disposed on one end of the main body (11), having a drive for the drilling tool that is provided on the main body, having a bracing device which is conceived for bracing the drilling device (10) in a cylindrical hollow body (20) and which has at least one bracing plane (31, 32) having at least two bracing elements which by way of a first end are disposed on the main body (11) and which on the second end of said bracing elements have at least one bracing member, wherein the at least one bracing member of the bracing element by means of at least one drive is able to be moved from a first position to a second position. It is provided according to the invention here that the bracing member by way of at least one element on the internal wall of the hollow body provides a form-fitting connection between the main body and the hollow body.

The invention relates to a drilling device for establishing a drill hole in the ground, having a main body (11), having a drilling tool which is disposed on one end of the main body (11), having a drive for the drilling tool that is provided on the main body, having a bracing device which is conceived for bracing the drilling device (10) in a cylindrical hollow body (20) and which has at least one bracing plane (31, 32) having at least two bracing elements which by way of a first end are disposed on the main body (11) and which on the second end of said bracing elements have at least one bracing member, wherein the at least one bracing member of the bracing element by means of at least one drive is able to be moved from a first position to a second position. It is provided according to the invention here that the bracing member by way of at least one element on the internal wall of the hollow body provides a form-fitting connection between the main body and the hollow body.

The present invention provides a yieldable construction method for early releasing surrounding rock deformation on a weak toppling slope, thereby reducing surrounding rock toppling deformation risk in and after an excavation process and ensuring overall slope stability and safety of a supporting structure. A technical solution of the present invention is as follows: loosing a rock mass through controlled blasting; inducing toppling deformation of the slope by injecting water and softening a blasting relaxation part of the rock mass; determining timing of water injection by monitoring slope surface displacement characteristics of the slope; and performing a normal excavation process of the toppling deformation slope after injecting is completed. The present invention is applicable to design and construction of high slope engineering of a special kind of rocks, i.e., a toppling deformation slope composed of weak rock masses.

The present invention provides a yieldable construction method for early releasing surrounding rock deformation on a weak toppling slope, thereby reducing surrounding rock toppling deformation risk in and after an excavation process and ensuring overall slope stability and safety of a supporting structure. A technical solution of the present invention is as follows: loosing a rock mass through controlled blasting; inducing toppling deformation of the slope by injecting water and softening a blasting relaxation part of the rock mass; determining timing of water injection by monitoring slope surface displacement characteristics of the slope; and performing a normal excavation process of the toppling deformation slope after injecting is completed. The present invention is applicable to design and construction of high slope engineering of a special kind of rocks, i.e., a toppling deformation slope composed of weak rock masses.

The invention relates to a drilling unit for producing a foundation in a ground and/or a foundation under water, wherein the drilling unit comprises a drive unit and a cutting ring, wherein the cutting ring is rotatably mounted on the drilling unit and can be driven by means of the drive unit, wherein the drilling unit is configured such that it can be arranged and detachably fastened to an end of a bored pile, in particular the end facing the ground, for sinking, preferably vertically, into the ground. The invention further relates to a device comprising such a drilling unit, a cutting ring and a method for producing a foundation in a ground and/or a foundation under water.

The invention relates to a drilling unit for producing a foundation in a ground and/or a foundation under water, wherein the drilling unit comprises a drive unit and a cutting ring, wherein the cutting ring is rotatably mounted on the drilling unit and can be driven by means of the drive unit, wherein the drilling unit is configured such that it can be arranged and detachably fastened to an end of a bored pile, in particular the end facing the ground, for sinking, preferably vertically, into the ground. The invention further relates to a device comprising such a drilling unit, a cutting ring and a method for producing a foundation in a ground and/or a foundation under water.