Abstract: Disclosed are a method and system for modal prediction and analysis of a geotechnical engineering structure, which relate to the technical field of structural health monitoring of civil engineering. It solves various influencing elements that affect implementation of construction scheme during construction. The influencing elements comprise construction environment, load conditions, drainage and future precipitation. Taking the future precipitation as an example, the construction of geotechnical engineering structure will be affected in rainy days, even force data will change. The method comprises: obtaining force information of geotechnical engineering structure actually obtained and structural deformation data under different force information as training data; revising the analysis algorithm of geotechnical engineering structure based on the training data and actual data by applying a built neural network algorithm.

Abstract: A shear control instrument under a three-dimensional space condition and a control method of the shear control instrument can include a loading system, a transposition system and a control monitoring system. The loading system is used for loading a soil body sample. The transposition system is connected with the loading system in an anchoring manner and is used for adjusting the direction of the loading system. The control monitoring system is connected with the transposition system in an anchoring manner and is used for controlling the transposition system and monitoring test data.

Abstract: A construction monitoring method and system for a V-shaped column in an underground foundation pit, a terminal and a storage medium can include the following steps: acquiring different stress-related data at a plurality of preset positions of stand columns in real time; and analyzing and judging whether the change rate of the stress-related data exceeds a preset change rate range or not or whether the stress-related data exceeds a preset stress-related data range or not.

Abstract: A shear control instrument under a three-dimensional space condition and a control method of the shear control instrument can include a loading system, a transposition system and a control monitoring system. The loading system is used for loading a soil body sample. The transposition system is connected with the loading system in an anchoring manner and is used for adjusting the direction of the loading system. The control monitoring system is connected with the transposition system in an anchoring manner and is used for controlling the transposition system and monitoring test data.

Abstract: A primary processing technology for effectively improving the qualities of immature coffea Arabica fruits, in which the immature coffea Arabica fruits, particularly the coffee cherries picked at the last batch, are subjected to selecting, cleansing, drying, peeling, fermentation, the first sun-cure, stacking, kneading, the second sun-cure, to achieve the primary processing on the immature coffea Arabica fruits, thus obtaining coffee beans in the shell, which could effectively reduce the production of defects, increase the aroma of coffee beans, enhance the level of body, making the coffee beans with bright and lively sour taste and a lasting taste, thus enhancing the qualities of the immature coffea Arabica fruits. The SCAA cupping scores of the coffee beans in the shell obtained after being processed were not lower than 84, while the SCAA scores of the coffee beans in the shell obtained with the existing technology were not greater than 75.

Abstract: A primary processing technology for effectively improving the qualities of immature coffea Arabica fruits, in which the immature coffea Arabica fruits, particularly the coffee cherries picked at the last batch, are subjected to selecting, cleansing, drying, peeling, fermentation, the first sun-cure, stacking, kneading, the second sun-cure, to achieve the primary processing on the immature coffea Arabica fruits, thus obtaining coffee beans in the shell, which could effectively reduce the production of defects, increase the aroma of coffee beans, enhance the level of body, making the coffee beans with bright and lively sour taste and a lasting taste, thus enhancing the qualities of the immature coffea Arabica fruits. The SCAA cupping scores of the coffee beans in the shell obtained after being processed were not lower than 84, while the SCAA scores of the coffee beans in the shell obtained with the existing technology were not greater than 75.

Abstract: A zero-strain soil pressure sensor includes a shell provided with a hydraulic oil cavity and a cavity located below the hydraulic oil cavity, a processor, an outer elastic film arranged at the upper end of the hydraulic oil cavity, an inner elastic film arranged between the hydraulic oil cavity and the cavity, an outer strain bridge circuit connected with the outer elastic film, an inner strain bridge circuit connected with the inner elastic film, a piston communicated with the hydraulic oil cavity, and a driving mechanism connected with the piston. The outer strain bridge circuit, the inner strain bridge circuit and the driving mechanism are electrically connected with the processor.

Abstract: A zero-strain soil pressure sensor includes a shell provided with a hydraulic oil cavity and a cavity located below the hydraulic oil cavity, a processor, an outer elastic film arranged at the upper end of the hydraulic oil cavity, an inner elastic film arranged between the hydraulic oil cavity and the cavity, an outer strain bridge circuit connected with the outer elastic film, an inner strain bridge circuit connected with the inner elastic film, a piston communicated with the hydraulic oil cavity, and a driving mechanism connected with the piston. The outer strain bridge circuit, the inner strain bridge circuit and the driving mechanism are electrically connected with the processor.