The same forces and mechanisms responsible for size enlargement in roller compaction are responsible for bond formation during tabletting.

压中施加于颗粒增大的力和机也于压片的粘合成。

Fracture characteristics of axial tension of RCC layer surface are studied experimentally by servohydraulic closed-loop testing machine in laboratory.

电液伺服式试验机对有层面压混凝土试件进行轴拉断裂试验研究。

Based on the study of the failure mechanism of RCC gravity dams,the hypoelastic criteria are proposed as the design criteria of RCC gravity dams.

在研究压混凝土重力坝失稳破坏机的基础上，提出以准弹性准则作为压混凝土重力坝的设计准则。

It has found reasonable ways brought roadbed to resultant stabilization owning to synthesize many factors such as earthiness,hydroclimate,wheather etc to find self weight and external load of roadbed.

本文结合大齐公路施工实例,论述了合的压工后沉降期及相应制约因素,综合了土质水文、气候天气等制约因素,以寻找路基自重外荷载作,使路基达到最终稳定的合途径。

The same forces and mechanisms responsible for size enlargement in roller compaction are responsible for bond formation during tabletting.

碾压中施加于颗粒增大和机也用于压片粘合成型。

Fracture characteristics of axial tension of RCC layer surface are studied experimentally by servohydraulic closed-loop testing machine in laboratory.

利用电液伺服式试验机对有层面碾压混凝土试件进行轴试验研究。

Based on the study of the failure mechanism of RCC gravity dams,the hypoelastic criteria are proposed as the design criteria of RCC gravity dams.

在研究碾压混凝土重失稳破坏机基础上，提出以准弹性准则作为碾压混凝土重设计准则。

It has found reasonable ways brought roadbed to resultant stabilization owning to synthesize many factors such as earthiness,hydroclimate,wheather etc to find self weight and external load of roadbed.

本文结合大齐公路施工实例,论述了合通车碾压工后沉降期及相应制约因素,综合了土质水文、气候天气等制约因素,以寻找路基自重外荷载作用,使路基达到最终稳定合途径。

The same forces and mechanisms responsible for size enlargement in roller compaction are responsible for bond formation during tabletting.

碾压中加于颗粒增大的力和机也用于压片的粘合成型。

Fracture characteristics of axial tension of RCC layer surface are studied experimentally by servohydraulic closed-loop testing machine in laboratory.

利用电液伺服式试验机有面碾压混凝土试件进行轴拉断裂试验研究。

Based on the study of the failure mechanism of RCC gravity dams,the hypoelastic criteria are proposed as the design criteria of RCC gravity dams.

在研究碾压混凝土重力坝失稳破坏机的基础上，提出以准弹性准则作为碾压混凝土重力坝的设计准则。

It has found reasonable ways brought roadbed to resultant stabilization owning to synthesize many factors such as earthiness,hydroclimate,wheather etc to find self weight and external load of roadbed.

本文结合大齐公路实例,论述了合的通车碾压后沉降期及相应制约因素,综合了土质水文、气候天气等制约因素,以寻找路基自重外荷载作用,使路基达到最终稳定的合途径。

The same forces and mechanisms responsible for size enlargement in roller compaction are responsible for bond formation during tabletting.

碾压中施加于颗粒增大的力和机也用于压片的粘合成型。

Fracture characteristics of axial tension of RCC layer surface are studied experimentally by servohydraulic closed-loop testing machine in laboratory.

利用电液伺服式试验机对有层面碾压混凝土试件进行轴拉断裂试验研究。

Based on the study of the failure mechanism of RCC gravity dams,the hypoelastic criteria are proposed as the design criteria of RCC gravity dams.

在研究碾压混凝土重力坝失机的，提出以准弹性准则作为碾压混凝土重力坝的设计准则。

It has found reasonable ways brought roadbed to resultant stabilization owning to synthesize many factors such as earthiness,hydroclimate,wheather etc to find self weight and external load of roadbed.

本文结合大齐公路施工实例,论述了合的通车碾压工后沉降期及相应制约因素,综合了土质水文、气候天气等制约因素,以寻找路自重外荷载作用,使路达到最终定的合途径。

The same forces and mechanisms responsible for size enlargement in roller compaction are responsible for bond formation during tabletting.

碾压中施加于颗粒增大的力和机也用于压片的粘成型。

Fracture characteristics of axial tension of RCC layer surface are studied experimentally by servohydraulic closed-loop testing machine in laboratory.

利用电液伺服式试验机对有层面碾压试件进行轴拉断裂试验研究。

Based on the study of the failure mechanism of RCC gravity dams,the hypoelastic criteria are proposed as the design criteria of RCC gravity dams.

在研究碾压重力坝失稳破坏机的基础上，提出以准弹性准则作为碾压重力坝的设计准则。

It has found reasonable ways brought roadbed to resultant stabilization owning to synthesize many factors such as earthiness,hydroclimate,wheather etc to find self weight and external load of roadbed.

本大齐公路施工实例,论述了的通车碾压工后沉降期及相应制约因素,综了质水、气候天气等制约因素,以寻找路基自重外荷载作用,使路基达到最终稳定的途径。

The same forces and mechanisms responsible for size enlargement in roller compaction are responsible for bond formation during tabletting.

碾压中施加于颗粒增大和机也用于压片粘合成型。

Fracture characteristics of axial tension of RCC layer surface are studied experimentally by servohydraulic closed-loop testing machine in laboratory.

利用电液伺服式试验机对有层面碾压混凝土试件进行轴试验研究。

Based on the study of the failure mechanism of RCC gravity dams,the hypoelastic criteria are proposed as the design criteria of RCC gravity dams.

在研究碾压混凝土重失稳破坏机基础上，提出以准弹性准则作为碾压混凝土重设计准则。

It has found reasonable ways brought roadbed to resultant stabilization owning to synthesize many factors such as earthiness,hydroclimate,wheather etc to find self weight and external load of roadbed.

本文结合大齐公路施工实例,论述了合通车碾压工后沉降期及相应制约因素,综合了土质水文、气候天气等制约因素,以寻找路基自重外荷载作用,使路基达到最终稳定合途径。

The same forces and mechanisms responsible for size enlargement in roller compaction are responsible for bond formation during tabletting.

碾压中施加于颗粒增大的力和机也用于压片的粘成型。

Fracture characteristics of axial tension of RCC layer surface are studied experimentally by servohydraulic closed-loop testing machine in laboratory.

利用电液伺服式试验机对有层面碾压试件进行轴拉断裂试验研究。

Based on the study of the failure mechanism of RCC gravity dams,the hypoelastic criteria are proposed as the design criteria of RCC gravity dams.

在研究碾压重力坝失稳破坏机的基础上，提出以准弹性准则作为碾压重力坝的设计准则。

It has found reasonable ways brought roadbed to resultant stabilization owning to synthesize many factors such as earthiness,hydroclimate,wheather etc to find self weight and external load of roadbed.

本大齐公路施工实例,论述了的通车碾压工后沉降期及相应制约因素,综了质水、气候天气等制约因素,以寻找路基自重外荷载作用,使路基达到最终稳定的途径。

The same forces and mechanisms responsible for size enlargement in roller compaction are responsible for bond formation during tabletting.

中施加于颗粒增大的力和机也用于片的粘合。

Fracture characteristics of axial tension of RCC layer surface are studied experimentally by servohydraulic closed-loop testing machine in laboratory.

用电液伺服式试验机对有层面混凝土试件进行轴拉断裂试验研究。

Based on the study of the failure mechanism of RCC gravity dams,the hypoelastic criteria are proposed as the design criteria of RCC gravity dams.

在研究混凝土重力坝失稳破坏机的基础上，提出以准弹性准则作为混凝土重力坝的设计准则。

It has found reasonable ways brought roadbed to resultant stabilization owning to synthesize many factors such as earthiness,hydroclimate,wheather etc to find self weight and external load of roadbed.

本文结合大齐公路施工实例,论述了合的通工后沉降期及相应制约因素,综合了土质水文、气候天气等制约因素,以寻找路基自重外荷载作用,使路基达到最终稳定的合途径。

The same forces and mechanisms responsible for size enlargement in roller compaction are responsible for bond formation during tabletting.

碾压中施加于颗粒增大的力和机也用于压片的粘合成型。

Fracture characteristics of axial tension of RCC layer surface are studied experimentally by servohydraulic closed-loop testing machine in laboratory.

利用电液伺服式试验机对有层面碾压混凝土试件进行轴拉断裂试验研究。

Based on the study of the failure mechanism of RCC gravity dams,the hypoelastic criteria are proposed as the design criteria of RCC gravity dams.

在研究碾压混凝土重力坝坏机的基，出以准弹性准则作为碾压混凝土重力坝的设计准则。

It has found reasonable ways brought roadbed to resultant stabilization owning to synthesize many factors such as earthiness,hydroclimate,wheather etc to find self weight and external load of roadbed.

本文结合大齐公路施工实例,论述了合的通车碾压工后沉降期及相应制约因素,综合了土质水文、气候天气等制约因素,以寻找路基自重外荷载作用,使路基达到最终定的合途径。