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稳破坏机的基础上，提出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,综合了土质水文、气候天气等制约因,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力和机也于压片粘合成型。

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

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稳破坏机基础上，提出以准弹性准则作为碾压混凝土重力坝设计准则。

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,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稳破坏机的础上，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,以寻路自重外荷载作用,使路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.

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压混凝土试件进行轴拉断裂试验。

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.

在压混凝土重力坝失稳破坏机的基础上，提出以准弹性准则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力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基础上，提出以准弹性准则作为碾压混凝土重力坝准则。

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.

本文结大齐公路施工实例,论的通车碾压工后沉降期及相应制约因素,综土质水文、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.

在研究碾压混凝坝失稳破坏机的基础上，提出性则作为碾压混凝坝的设计则。

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,综合了质水文、气候天气等制约因素,寻找路基自外荷载作用,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.

利用电液伺服机对有层面碾压混凝土件进行轴拉断裂研究。

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.

本文结合大齐公路施工实,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.

中施加于颗粒增大的力和机也用于片的粘合成型。

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凝土试件进行轴拉断裂试验。

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.

凝土重力坝失稳破坏机的基础上，提出以准弹性准则作为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.

利用电液伺服式验机对有层面碾压混凝土件行轴拉断裂验研究。

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，提出以弹性作为碾压混凝土重力坝的设计。

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.

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,使路基达到最终稳定的合途径。