InPart 1我们的博客系列万博app手机版官网下载我们讨论了不同类型的深层基础，其中一些进入他们的设计。一旦选择了深度基础系统并确定了负载要求，就开始构建它们的过程。在这篇文章中，我们将专注于与深层基础相关的质量控制和完整性测试。

成功的深基础项目包括质量计划，以验证设计假设，并确定承包商是否可以按计划安装深基础。对于大多数项目，质量计划围绕两个不同的操作程序构成：观察和测试。

Observations

Observations have been a part of deep foundation quality programs for as long as deep foundations have been around. In many cases, they provide some of the most useful information to the design team in evaluating the abilities of individual deep foundation elements to meet the design requirements. Unfortunately, observations often do not explain why something occurred, but only give the result, such as a high grout-take for a portion of an auger-cast pile, or a driven pile having a sudden decrease in penetration resistance. Hopefully, the geotechnical engineer has gathered enough information from the design or even the construction phase of the project to interpret the observation results in a meaningful manner.

建设深基础系统期间的具体观察因系统而异。通常，观察结果包括相对于设计深度/高度，耐驾驶或钻孔的安装深度/高度，以及如何拆除桩顶的量度。对于钻井基础，除了测试灌浆或混凝土以进行一致性和强度之外，还观察到相对于钻孔量的混凝土或灌浆的量。可以观察到钻孔轴的底部以记录脚趾将承受声音材料。

类似地，通常会观察到从动管桩造成损坏，扫描和/或水的指示。随着技术的近期进步，大多数观测结果由电子记录设备补充，可以计算驱动基础的打击次数，记录螺旋铸造桩的深度，灌浆容积和压力以及许多其他数据。但是，计算机还无法录制建筑的每个细节。因此，在安装深层基础期间需要人类观察者。

Load Tests

由于相关成本，负载测试通常仅在测试桩上执行，而且还可以偶尔在生产桩上执行。一些负载测试是破坏性的。破坏性负载测试是一种可能损坏深基础的测试，或者显着改变支持深层基础的土壤或岩石。在任何一种情况下，测试桩可能无法在测试之后设计，并且这样的测试桩被牺牲并且不纳入支撑结构的基础系统中。

Other tests are non-destructive. A non-destructive load test is a test that allows evaluation of the resistance and structural strength of the deep foundation, while also allowing the deep foundation to meet the project requirements for performance after the test. A deep foundation subjected to a non-destructive test can still be used to support the structure.

There are different types of load tests and even different purposes for performing them. Static load tests can be performed by applying the load to the top or bottom of the deep foundation. The load type(s) and magnitude(s) applied to the test pile determine if a static load test is destructive or non-destructive. Most static load tests are done with the intent of determining the ultimate resistance of the deep foundation, so this type of test is typically considered a destructive test.

动态贷款d tests are only performed by applying the load at or near the top of the deep foundation. Similar to static load tests, dynamic load tests may or may not be destructive depending on the load type(s) and magnitude(s), but the determination also depends on the type of deep foundation. However, most dynamic tests are non-destructive since only a portion of the design load is applied to the deep foundation as a force.

For a static load test where the load is applied to the top, some form of reaction system (typically piles connected by beams) is required to apply the load. The main beam is centered over the test pile and a hydraulic jack and load cell are placed between the beam and the top of the pile. The pile top is instrumented to measure deflections so the ultimate load-carrying capacity of the deep foundation can be evaluated. Application of the load at the bottom of the pile most commonly uses an Osterberg Cell (O-cell) that is similar to a hydraulic jack and contains instrumentation for measuring O-cell expansion and strains.

这种方法不需要反应系统，因为深基础的皮肤摩擦提供了测试深基础的末端轴承，反之亦然。与顶部负载测试一样，在将负载施加到深基础的底部时，深基础的顶部是仪表，以评估基础的终极承载能力。为了将负载施加到深基础的顶部或底部，可以沿着深基础长度安装不同位置的仪器，以允许评估不同土壤或岩层提供的皮肤电阻。

动态载荷试验包括通常由滴重或动力驱动的锤子施加的冲击载荷，如柴油锤用于安装驱动桩的柴油锤。它们还可以使用质量和爆炸来在通常被称为准静态负载测试中创造力脉冲。最常见的是，通过测试设备 - PDA（桩驱动分析仪）引用动态测试，用于高菌株，全动态测试或司动力学，用于高应变，准静态负载测试。两种类型的测试都需要数值方法来确定不同桩段和桩脚趾提供的整体深层电阻和电阻。

从岩土工程的角manbet万博app度来看,性能rming a load test to failure using instrumentation is most useful. This approach allows us to obtain the most information from the load test and can result in reducing the overall deep foundation length either by lowering the safety factor (or increasing the resistance factor for LRFD methodology), or by using higher shaft resistance values or end bearing resistance values.

Of course, there is always the possibility that a load test will indicate that certain soil or rock layers do not provide as much resistance as estimated during design of the deep foundation system. Usually with a conservative design this does not happen, but it can occur. When resistance is under-estimated, having instrumentation along the deep foundation length allows for the use of the actual resistance values for a revised design. The downside of performing a load test is that it often requires a robust (i.e., expensive) reaction system for a load applied to the top of the foundation, and the sacrifice of equipment needed to apply a load to the bottom of the foundation (which can also be expensive). There is also difficulty defining failure and the different criteria methods to do so. We might need a Part III to discuss that topic!

Integrity Testing

Integrity tests are usually performed on production piles in conjunction with observations. Thus, integrity tests are non-destructive tests intended to assist in evaluating the in-place shape of the deep foundation. Braun Intertec performs integrity tests most often on drilled, deep foundations since the act of driving a pile into the ground is a form of integrity testing itself. The most common integrity tests used with deep foundations are cross-hole sonic logging and low-strain tests using either pulse echo or transient response methods.

Cross-hole sonic logging requires installing access tubes within the shafts. After the grout or concrete has reached sufficient strength, a transducer and receiver are placed inside the tubes. The time required for a sonic wave to travel from the transducer to the receiver is measured as the transducer and receiver are raised together from the bottom of the tubes. The process is repeated until all possible combinations of transducer and receiver pairings between the tubes are tested. The data is evaluated to determine if there are significant differences in arrival time of the sonic wave that indicate an abnormality within the deep foundation.

Low-strain integrity tests are performed by attaching an accelerometer to the top of a deep foundation and hitting the top with a lightweight (1- to 8-pound) hammer with a special cap. The cap on the hammer lengthens the impact pulse so that it is suitable for integrity testing. The accelerometer then measures the pile response to the induced stress wave. A good test will show a clear toe reflection at the anticipated length.

However, numerous factors can influence the quality of the test and the results. These factors include soil resistance, material properties (strength, density, etc.), reinforcement within the deep foundation, and the length of the deep foundation. As a general rule of thumb, integrity testing is practical for deep foundations with a length that is about 30 times its diameter, (e.g., we can reliably test a 1-foot diameter deep foundation to a length of about 30 feet) although Braun Intertec team members have successfully performed tests on deep foundation lengths up to 60 times the diameter on multiple occasions.

Putting It Together

经验，这是它的精彩老师一再教导我们一个成功的项目从规划和设计开始，以良好的，质量的计划结束。我们可以知道承包商在地面下方建立的唯一“真实方式”是挖掘它，这突破了将其放在那里的目的。一个综合计划，包括详细观察，负载测试和适用的完整性测试，可以为我们提供足够的信息来应用我们对深基础系统的整体能力来满足项目要求的整体能力。

有关深层基础的更多信息，请联系Matt Glisson。