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.

An apparatus configured for above-grade installation on ground to support equipment comprises an equipment support pad joined to an erosion control barrier. The equipment support pad comprises a top surface, a bottom surface configured to contact the ground, and side walls disposed between the top and bottom surfaces. The erosion control barrier is configured to extend beyond a perimeter of the bottom surface prior to installation of the support pad on the ground and to be manipulated into an erosion-resisting configuration after the support pad is placed on the ground. The erosion control barrier may be a geosynthetic, flexible or hard-walled, configured to be inserted into the ground to retain soil and/or to overlay the ground to re-direct drainage, and/or bonded to the equipment support pad. The apparatus may be configured to deter drainage from streaming between the erosion control barrier and the equipment support pad.

An apparatus configured for above-grade installation on ground to support equipment comprises an equipment support pad joined to an erosion control barrier. The equipment support pad comprises a top surface, a bottom surface configured to contact the ground, and side walls disposed between the top and bottom surfaces. The erosion control barrier is configured to extend beyond a perimeter of the bottom surface prior to installation of the support pad on the ground and to be manipulated into an erosion-resisting configuration after the support pad is placed on the ground. The erosion control barrier may be a geosynthetic, flexible or hard-walled, configured to be inserted into the ground to retain soil and/or to overlay the ground to re-direct drainage, and/or bonded to the equipment support pad. The apparatus may be configured to deter drainage from streaming between the erosion control barrier and the equipment support pad.

A venue transformation and construction method is disclosed that creates a tropical style swimming lagoon at an infield site of a race or activity circuit facility, the infield site being contained within a race or activity circuit perimeter. The transformation includes demolishing at least part of the infield site; excavating material from an area within the infield site; and forming a basin for a large water body having a surface area of at least 3,000 m2. Water containment walls are constructed on a first section and a sloped access area is formed on a second section of the basin for a beach. A barrier is included to control access to the beach. At least one additional recreational facility is constructed around the basin and a connection is provided that connects the outfield of the race or activity circuit with the infield site to allow transit of vehicles and/or people.

A venue transformation and construction method is disclosed that creates a tropical style swimming lagoon at an infield site of a race or activity circuit facility, the infield site being contained within a race or activity circuit perimeter. The transformation includes demolishing at least part of the infield site; excavating material from an area within the infield site; and forming a basin for a large water body having a surface area of at least 3,000 m2. Water containment walls are constructed on a first section and a sloped access area is formed on a second section of the basin for a beach. A barrier is included to control access to the beach. At least one additional recreational facility is constructed around the basin and a connection is provided that connects the outfield of the race or activity circuit with the infield site to allow transit of vehicles and/or people.

A venue transformation and construction method is disclosed that creates a tropical style swimming lagoon at an infield site of a race or activity circuit facility, the infield site being contained within a race or activity circuit perimeter. The transformation includes demolishing at least part of the infield site; excavating material from an area within the infield site; and forming a basin for a large water body having a surface area of at least 3,000 m2. Water containment walls are constructed on a first section and a sloped access area is formed on a second section of the basin for a beach. A barrier is included to control access to the beach. At least one additional recreational facility is constructed around the basin and a connection is provided that connects the outfield of the race or activity circuit with the infield site to allow transit of vehicles and/or people.

A venue transformation and construction method is disclosed that creates a tropical style swimming lagoon at an infield site of a race or activity circuit facility, the infield site being contained within a race or activity circuit perimeter. The transformation includes demolishing at least part of the infield site; excavating material from an area within the infield site; and forming a basin for a large water body having a surface area of at least 3,000 m2. Water containment walls are constructed on a first section and a sloped access area is formed on a second section of the basin for a beach. A barrier is included to control access to the beach. At least one additional recreational facility is constructed around the basin and a connection is provided that connects the outfield of the race or activity circuit with the infield site to allow transit of vehicles and/or people.

A process for safely excavating to reveal underground utilities. The process includes the steps of: identifying known utilities; planning an excavation trench; excavating the trench by: (i) making a cut of the excavation trench at a selected depth; (ii) extracting material from the trench; (iii) observing the trench; (iv) adjusting the depth of cut; and repeating (i) to (iv) until the process is complete.

A shape acquisition method includes acquiring information of a tilt angle of one surface of a target object at each of a plurality of measurement points on the surface using a plurality of sensors (Step S1) and calculating a shape of the surface of the target object through an arithmetic operation including function fitting using a discrete distribution of a physical quantity associated with the acquired information of the tilt angle (Step S2). Accordingly, it is possible to accurately perform areal evaluation in measurement management of the target object.

There is provided high power laser systems, high power laser tools, and methods of using these tools and systems for cutting, sectioning and removing structures objects, and materials, and in particular, for doing so in difficult to access locations and environments, such as offshore, underwater, or in hazardous environments, such as nuclear and chemical facilities. Thus, there is also provided high power laser systems, high power laser tools, and methods of using these systems and tools for removing structures, objects, and materials located offshore, under bodies of water and under the seafloor.