Autonomous excavation requires an intelligent control system that can convert spatial work intent into coordinated bucket motion under contact-rich soil interaction. This paper presents a target-conditioned intelligent control framework for autonomous excavation in a physics-based deformable-soil simulation workflow. An image-aligned target mask serves as a visual spatial command for the desired digging region, while a mask-conditioned Action Chunking Transformer maps multi-view RGB observations, proprioception, and the target mask to temporally extended joystick commands. To reduce target-ignoring behavior, demonstrations are organized with paired-condition supervision, where the same or closely matched scene is demonstrated with different target masks and corresponding action chunks. The framework is evaluated through both a diagnostic manipulation task and an excavation simulation benchmark with single-scoop and sequential pile-clearing protocols. In manipulation, target success is 4% for no-condition ACT, 63% for non-paired mask-conditioned ACT, and 96% for paired-condition mask-conditioned ACT. In sequential pile clearing, paired-condition mask-conditioned ACT removes 76.8% of the pile versus 27.4% and 15.7% for the two baselines, with 91.0% human-normalized efficiency. The results show that visual target conditioning, paired demonstration structure, and action-chunk control form a practical cyber-physical simulation pipeline for excavator automation.
Figures & tables
Fig. 1: Closed-loop target-conditioned intelligent control framework for autonomous excavation. (a) A visual target mask specifies the commanded dig region, and the mask-conditioned ACT controller maps multi-view observations and proprioception to action-chunk work-control commands in a physics-based excavation simulator. (b) Paired-condition supervision creates target-action contrasts by pairing the same or closely matched excavation scene with different target masks and corresponding demonstrated action chunks.
Metric or variable
Role in evaluation
Target success
Loading begins in the commanded dig region
Retained mass
Deposited mass retained after a scoop cycle
Pile removed
Fraction of initial pile removed after matched cycles
Human-normalized efficiency
Performance relative to joystick demonstrations
Residual bucket mass
Checks whether dumping is complete
Hard target collision count
Strict safety and failure indicator
TABLE I: Engineering metrics for target-conditioned excavation evaluation.
Fig. 2: Target-conditioned excavation evaluation. The physics-based simulation provides controlled deformable-soil evaluation with commanded dig regions and material-removal metrics. The scaled physical testbed is included only as an interface-level feasibility check; all quantitative excavation comparisons are reported in simulation.
Setting
Test mask
Demos
Success
Avg return
No-condition ACT
None
200
4%
32.06
Mask-conditioned ACT, non-paired
Correct
200
63%
448
Mask-conditioned ACT, paired
Correct
200
96%
658
Mask-conditioned ACT, paired
Zero
200
2%
0
Mask-conditioned ACT, paired
Random
200
1%
12.5
Mask-conditioned ACT, paired
Mismatched
200
0%
0
TABLE II: Target-conditioned manipulation results. Correct-mask rows compare no-condition, non-paired mask-conditioned, and paired-condition mask-conditioned policies. Mask-corruption rows evaluate the paired model and report original-target success.
Fig. 3: Target-conditioned manipulation evaluation. With correct masks, paired-condition mask-conditioned ACT reaches 96% target success. Zero, random, and mismatched masks reduce original-target success to 0–2%, indicating that the learned behavior depends on the provided target condition.
Protocol
Method
Trials
Target Succ.
Retained Mass
Pile Removed
Human-Norm. Eff.
Single scoop
No-condition ACT
50
n/a
418±82 kg
n/a
86.4±9.1%
Single scoop
Mask-conditioned ACT, paired
50
46/50 (92.0%)
405±88 kg
n/a
83.5±8.7%
Single scoop
Joystick demonstrations
50
–
485±65 kg
n/a
100%
Pile clearing
No-condition ACT
10
n/a
–
15.7±4.3%
18.6±5.1%
Pile clearing
Mask-conditioned ACT, non-paired
10
–
–
27.4±6.2%
32.5±7.4%
Pile clearing
Mask-conditioned ACT, paired
10
–
–
76.8±7.1%
91.0±8.4%
TABLE III: Excavation simulation results. Single-scoop trials evaluate one dig-load-dump primitive. Sequential pile-clearing trials evaluate target-conditioned allocation of repeated scoops over a pile. Human-normalized efficiency is computed relative to joystick demonstrations under the matched protocol.
Repeated excavation continuously reshapes pile geometry, requiring an autonomous excavator to adapt its digging targets and coordinate motion across successive excavation cycles. We present a learning-based framework for continuous autonomous excavation that integrates terrain-aware target selection with reinforcement- and imitation-learning controllers. The framework separates target-conditioned motion from local digging: a shared task-conditioned RL policy controls waypoint-guided approach and loaded transport, while an IL policy learns vision-based digging and lifting from expert demonstrations. Digging targets are selected from LiDAR elevation maps and converted into bucket-tip waypoints for motion control. The control architecture coordinates the learned policies and deterministic unloading through a shared motion interface. The complete system is deployed on a scaled hydraulic excavator with multimodal sensing and closed-loop actuator control. Offline replay and physical experiments demonstrate more consistent target selection, shorter local motion time, and increased payload compared with the respective baselines. The learned digging policy achieves a mean payload of 6.52 kg per completed cycle, compared with 2.68 kg for Fixed Dig. Three five-scoop runs further demonstrate consecutive autonomous excavation under continuously changing pile geometry.
Shuai Zhao, Ji-an Pan, Quantao Yang +4
Liaoning University. · Northeastern University. · KTH Royal Institute of Technology, Stockholm, Sweden. +1
Autonomous excavator control is challenged by coupled kinematics, actuation lag, and uncertainty. We propose imitation learning and adaptive Cartesian tracking (IL-ACT), a novel motion control framework for a 30-ton-class excavator. An anchored, 14-input imitation policy pretrained on operator demonstrations generates nominal joint rates; adaptive Cartesian feedback and gated gain/bias estimation correct these commands before a stopping-distance governor constrains joint-reference generation. Simscape evaluation covers 100 sequential goals and spiral, figure-eight, and rounded-raster tracking, including 88 additional runs across three training seeds, two initializations, and speeds, under hydraulic response and sensing conditions. Compared with Teacher+ACT, IL-ACT completes all goals with shorter duration and lower terminal errors under both response conditions. Telemetry-initialized IL-ACT lowers RMSE in all 24 figure-eight and rounded-raster seed comparisons and lowers additional-load spiral mean RMSE by approximately 29%. Original spiral RMSE also improves over IL-only and PID. Under a shared sensor-noise realization, telemetry-initialized IL-ACT achieves 27.67% lower mean RMSE than Teacher+ACT; enabling estimation reduces mean RMSE by 22.44% relative to the frozen estimator. Pretrained-weight effects remain mixed, and the original teacher comparison exhibits a spiral RMSE--maximum-error tradeoff. Analysis establishes bounded adaptive states and Cartesian feedback, with reference admissibility conditional on governor feasibility.
Mehdi Heydari Shahna, Seihun Kim, Soyi Jung +3
Faculty of Engineering and Natural Sciences, Tampere University, Tampere, Finland · Department of Defense Convergence Technology, Korea University, Seoul, Republic of Korea · Department of Electrical and Computer Engineering, Korea University, Seoul, Republic of Korea +2
Earthmoving tasks such as excavation, backfilling, or embankment construction require deliberate repositioning of deformable soil. For these tasks, human operators use all shovel faces, while autonomous systems so far are limited to excavation and dumping. Current methods often rely on heuristic models but do not incorporate soil mechanics. We address this shortcoming by using Reinforcement Learning in a GPU-parallelized Material Point Method particle simulation. Our controllers are conditioned on material state such as shape and compactness, enabling skills that use multiple contact faces of the tool and displace material both inside and outside of the shovel. To use the same learned weights across machines, our policies operate in a normalized end-effector space and are deployed through a calibrated machine interface. We evaluate this calibrated transfer on an 11.5t hydraulic excavator and a 500g tabletop robot. We validate performance through autonomous construction of a 42m long, 2.1m high embankment in 45min, executing 201 individual policy strokes without failure, retry, or operator intervention. In a direct comparison, the autonomous controller matches an expert operator's progression speed and produces a higher, more consistent embankment. Additional qualitative backfilling and compaction experiments demonstrate the material-state awareness and calibrated transfer across machines.
Lennart Werner, Pol Eyschen, Sean Costello +3
Robotic Systems Lab, ETH Zürich, Leonhardstrasse 21, 8092 Zürich, Switzerland · Hexagon Innovation Hub GmbH, Heinrich-Wild-Strasse 201, 9435 Heerbrugg, Switzerland