【Daily Discussion】Utilities - Civil Engineering - 20200902
Thread Content
What are the main reasons for the occurrence of flow sand? We welcome active participation in discussions; the system offers generous rewards for answering questions from VIP members! ! !
The phenomenon of fluidization is mainly caused by the high dynamic water pressure underground, and the direction of this dynamic water pressure is opposite to the direction of the soil’s gravity. The soil is subjected not only to the buoyant force of water but also to this dynamic water pressure, which causes it to tend to rise upward. When the dynamic water pressure is equal to or greater than the saturated density of the soil, the soil particles remain in a suspended state and flow into the foundation pit along with the groundwater, resulting in fluidization.
The phenomenon of fluidization is mainly caused by the high dynamic water pressure underground, and the direction of this dynamic water pressure is opposite to the direction of the soil’s gravity. The soil is subjected not only to the buoyant force of water but also to this dynamic water pressure, which causes it to tend to rise upward. When the dynamic water pressure is equal to or greater than the saturated density of the soil, the soil particles remain in a suspended state and flow into the foundation pit along with the groundwater, resulting in fluidization.
The phenomenon of fluidization is mainly caused by the high dynamic water pressure underground, and the direction of this dynamic water pressure is opposite to the direction of the soil’s gravity. The soil is subjected not only to the buoyant force of water but also to this dynamic water pressure, which causes it to tend to rise upward. When the dynamic water pressure is equal to or greater than the saturated density of the soil, the soil particles remain in a suspended state and flow into the foundation pit along with the groundwater, resulting in fluidization.
The phenomenon of fluidization is mainly caused by the high dynamic water pressure underground, and the direction of this dynamic water pressure is opposite to the direction of the soil’s gravity. The soil is subjected not only to the buoyant force of water but also to this dynamic water pressure, which causes it to tend to rise upward. When the dynamic water pressure is equal to or greater than the saturated density of the soil, the soil particles remain in a suspended state and flow into the foundation pit along with the groundwater, resulting in fluidization.
The phenomenon of fluidization is mainly caused by the high dynamic water pressure underground, and the direction of this dynamic water pressure is opposite to the direction of the soil’s gravity. The soil is subjected not only to the buoyant force of water but also to this dynamic water pressure, which causes it to tend to rise upward. When the dynamic water pressure is equal to or greater than the saturated density of the soil, the soil particles remain in a suspended state and flow into the foundation pit along with the groundwater, resulting in fluidization.
The phenomenon of fluidization is mainly caused by the high dynamic water pressure underground; moreover, the direction of this dynamic water pressure is opposite to the direction of the soil’s gravity. The soil is subjected not only to the buoyant force of water but also to this dynamic water pressure, which causes it to tend to rise upward. When the dynamic water pressure is equal to or greater than the saturated density of the soil, the soil particles remain in a suspended state and flow into the foundation pit along with the groundwater, resulting in fluidization
The phenomenon of fluidization is mainly caused by the high dynamic water pressure underground; moreover, the direction of this dynamic water pressure is opposite to the direction of the soil’s gravity. The soil is subjected not only to the buoyant force of water but also to this dynamic water pressure, which causes it to tend to rise upward. When the dynamic water pressure is equal to or greater than the saturated density of the soil, the soil particles remain in a suspended state and flow into the foundation pit along with the groundwater, resulting in fluidization