This document discusses earthquakes and seismic waves. It defines an earthquake as sudden shaking or rolling of the Earth caused by rocks breaking along fault lines. It describes the major tectonic plates that make up the Earth's crust. It also defines primary and secondary seismic waves that travel through the Earth during an earthquake. The document provides equations to calculate earthquake magnitude based on wave amplitude and distance from the epicenter. It discusses factors that determine earthquake intensity like magnitude, distance, and local soil conditions.
This document discusses earthquakes and seismic waves. It defines an earthquake as sudden shaking or rolling of the Earth caused by rocks breaking along fault lines. It describes the major tectonic plates that make up the Earth's crust. It also defines primary and secondary seismic waves that travel through the Earth during an earthquake. The document provides equations to calculate earthquake magnitude based on wave amplitude and distance from the epicenter. It discusses factors that determine earthquake intensity like magnitude, distance, and local soil conditions.
This document discusses earthquakes and seismic waves. It defines an earthquake as sudden shaking or rolling of the Earth caused by rocks breaking along fault lines. It describes the major tectonic plates that make up the Earth's crust. It also defines primary and secondary seismic waves that travel through the Earth during an earthquake. The document provides equations to calculate earthquake magnitude based on wave amplitude and distance from the epicenter. It discusses factors that determine earthquake intensity like magnitude, distance, and local soil conditions.
This document discusses earthquakes and seismic waves. It defines an earthquake as sudden shaking or rolling of the Earth caused by rocks breaking along fault lines. It describes the major tectonic plates that make up the Earth's crust. It also defines primary and secondary seismic waves that travel through the Earth during an earthquake. The document provides equations to calculate earthquake magnitude based on wave amplitude and distance from the epicenter. It discusses factors that determine earthquake intensity like magnitude, distance, and local soil conditions.
The document appears to be a report detailing the results of a triaxial compression test on a soil sample. It includes information such as the location and job number of the test, descriptions of the soil sample and test equipment used, and a table showing the deformation, load, stress, and strain values measured at regular intervals during the test. A graph is also included showing the relationship between stress and strain for the sample. The test was conducted to determine the mechanical properties and behavior of a soil under increasing compressive loads.
This document contains information and calculations for three assignments on flood routing:
1. It provides storage-outflow characteristics for a proposed reservoir and calculates the storage-outflow function for different discharge values.
2. It uses the level pool routing method to route a hydrograph through the reservoir from assignment 1 and determines the maximum reservoir discharge and storage.
3. It routes runoff from two subwatersheds (A and B) through a reservoir, providing the hydrographs and calculating the areas of subwatersheds A and B. The reservoir routing is done using the Muskingum method.
This document summarizes the results of a compaction test conducted on a soil sample. The test was performed at the CE building at Kasetsart University. Five trials were conducted to determine the water content of the soil, which ranged from 2.63% to 7.94%. Additional testing measured the wet and dry density of the soil at different water contents. The maximum dry density of 140.00 pcf occurred at the optimum water content of 7.00%.
The document appears to be a report detailing the results of a triaxial compression test on a soil sample. It includes information such as the location and job number of the test, descriptions of the soil sample and test equipment used, and a table showing the deformation, load, stress, and strain values measured at regular intervals during the test. A graph is also included showing the relationship between stress and strain for the sample. The test was conducted to determine the mechanical properties and behavior of a soil under increasing compressive loads.
This document contains information and calculations for three assignments on flood routing:
1. It provides storage-outflow characteristics for a proposed reservoir and calculates the storage-outflow function for different discharge values.
2. It uses the level pool routing method to route a hydrograph through the reservoir from assignment 1 and determines the maximum reservoir discharge and storage.
3. It routes runoff from two subwatersheds (A and B) through a reservoir, providing the hydrographs and calculating the areas of subwatersheds A and B. The reservoir routing is done using the Muskingum method.
This document summarizes the results of a compaction test conducted on a soil sample. The test was performed at the CE building at Kasetsart University. Five trials were conducted to determine the water content of the soil, which ranged from 2.63% to 7.94%. Additional testing measured the wet and dry density of the soil at different water contents. The maximum dry density of 140.00 pcf occurred at the optimum water content of 7.00%.